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Home My WebLink About19927n67th Ave Ne Ste 100_BLD3993_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arltnglon,WA`lt'-=' INSPECTIONS:36()An-1'3417-permit Centa:3W40--V t — BUILDING PERMIT Permit#:3993 PERMIT EXPIRES 180 DAYS AFTER 19927 67TH AVE NE DATE OF ISSUANCE. Valuation:54000-00 Parcel 4t: 110514002007010 CONTRAC7110 APPLICANT ()WNER Copper Creek Plumbing Services Copper Creek Plumbing Services GAYTEWAY BUSINESS PARK,LLC Copp 14143 105th Ave NE 14143 105th Ave NE Kirkland,WA 99034 P.O.BOX 1727 Kirkland,WA 98034 BELLEVUE,WA 98009 4^5-234-llr*4 4151 RX I tac r0pF1✓cP997ota cxp=1 an_trr2W1 PLUMBING CONTRACTOR YVFK ANICAL CON{RACI OR Copper Creek Plumbing Services 14143 105th Ave NE Kirkland,WA 98034 42,-2 39-108 I EXP: l i 120;20?1 L1C.#:COPPECP897I)U EXP: LIC JOB DESCRIPTION CODE YEAR: 2018 PERMFV TYPE: Commercial Plumbing CONST,TYPE: STORIES: OCC GROUP: 1)mr'V 1'W7-IANJTS, C)CC LOAD: BUiLIANCS: PERMIT APPROVAL permit for,or approval of,any violation of this Code or any The issuance or granting of this permit shall not be construed to he a pe order,proclamation,guidance advice or decision of the other ordinance or order of the City,of any state or federal law,or of any is interpreted to allow construction activity during any Governor of this State.To the extent the issuance or vt nt this A 4 permit rx 4cshe�law, oYcLu.,��raacratiruz Piuiance 04 tzme vtc►e" , oaluYnrTn work and shall not be valid The building advice or decision of the Governor of this State,this p�-rrttit shall not authanze such an other City ordinances of this art or use is a slnrcturc where m vtulation of this Code, y proclamation, otTcial is authorized to prvvcnt occup �Yor any rid or revoke this permit if it is r,p jurisdiction or any other ordinarrce or Governor. executive 1order uilding official s authoni d orsuspe federal taw,o Dorany elation of any City 1 guidance advice or decision of the Governor. inaccurate or ridance or decision of the Governor determined to be issued in error o state or fe basis Of i o rani order,proclao ation,Mete informationi , ordinance,regulation or order,s DOING TIIE%%'ORK 1 AGRI 1 TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN TRE AUTHORIZED TH ER1:BY;NU p1 RSON WILL BE EMPIAYED 1NN INSURANO"TIONCE AND RGWO18 2 ODE OF'fHE SND L or WASHING'1'ON RELATING TO WORKMEN'S COMPENSATI BY THE BUILDINGNG THIS APPLI CATION IS NOT A PERMIT UNTIL SIGNED OFFlC1AL OR HlS(HIsR DEPUTY ALL FEES ARE PAID. crURL It,IS UNLA►W� ,,L TO USE OR OCC;t_fPY A BUILDING OR SFRY HAS BEEN GRAPf-ED.L€BCII 1TRCi 0- B EEri MADL AND APPROVAL OR A CERTIFICATE OF OCC;UPAi� y City of Arlington must be reported on - Sales tax relating to construction and construction materials in the c t t ti'1::� • o Arlington fk3 101. 1097 City f g )ale Released By Print N c CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/122021 Processingfrechnology Fee $25.00 07112t2021 Drinking Fountain $15.00 071122021 Fkaor Drain/Laundry Trey $30.00 07/1212021 loomaker 1 Refrigerator $15.00 4i#12i2D24k ',nV trry 59K1W 07112r2021 Plumbing Sasc S25.00 07112Z 21 $135.00 071122021 Water beater $25_00 0711Nn21 Plumbing Commercial Plan Review $6W 29 Total Due: $1,016.29 Total Pgvment: $PLOP Ba 1.1 n i c DEC: $1,016.29 CALL FOR INSPECTIONS CA by 3:30 pm for next day inspection,allow 48 bouts for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY ARLINGTON F O ` 18204 59th Avenue NE,Arlington,WA 98223 rw INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#: 3993 19927 67TH AVE NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31051400200700 Valuation: 54000.00 OWNER APPLICANT CONTRACTOR GAYTEWAY BUSINESS PARK,LLC Copper Creek Plumbing Services Copper Creek Plumbing Services P.O. BOX 1727 14143 105th Ave NE 14143 105th Ave NE BELLEVUE,WA 98009 Kirkland,WA 98034 Kirkland,WA 98034 4252391081 425-239-1081 LIC:COPPECP997DU EXP: 11/20/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Copper Creek Plumbing Services 14143 105th Ave NE Kirkland,WA 98034 425-239-1081 LIC#: EXP: LIC#: COPPECP897DU EXP: 11/20/2021 JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2018 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law, or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. z Signature Print Name Date Released By ate CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/12/2021 Processing/Technology Fee $25.00 01/12/2021 Drinking Fountain $15.00 07/12/2021 Floor Drain/Laundry Tray $30.00 07/12/2021 Icemaker/Refrigerator $15.00 07/12/2021 Lavatory $90.00 07/12/2021 Plumbing Base $25.00 07/12/2021 Sinks/Toilets/Urinals/Disposal $135.00 07/12/2021 Water Heater $25.00 07/12/2021 Plumbing Commercial Plan Review $656.29 Total Due: $1,016.29 Total Payment: $0.00 Balance Due: $1,016.29 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3993 Permit Date: 06/28/21 Project Name: C&C Packaging Services Company/Applicant Name: Copper Creek Plumbing Services Company/Applicant Address: 14143 105th Ave NE City, State, Zip: Kirkland, WA 98034 Contact: Jerry Miller Phone: 4252391081 Email: coppercreek@mail.com Permit Type: Commercial Plumbing Valuation: 54000.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: Installation of new restrooms and breakroom MIC/Opportunity Zone: Permit Issued: Permit Expires: 12/25/2021 DNU: Status: IN PROCESS Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GAYTEWAY 300 INDUSTRIAL/ 31051400200700 19927 67TH AVE NE BLA#201907225010 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Copper Creek Plumbing Jerry Miller 425-239-1081 14143 105th Ave CONTRACTOR L&I COPPECP897DU Services NE Uploaded Files Date File Name 06/28/2021 9122659-3993 Application_pdt COMMERCIAL PLUMBING APPLICATION Community&Economic Development City of Arlington •18204 59th Ave NE•Arlington,WA 98223• Phone (360) 403-3551 WH EN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or re modeled. This includes commercial, tenant improvements, multi-family buildings, roof drains, and overflows, nieclical gas systems, commercial kitchens, grease traps and interceptors, sumps and cross connection backflow devii ces. Tlie Cityof Arlington does not require a permit to stop leaks or clear stoppages,unless the piping is repaired,altered or replaced. SUS1►?ITELECTRONIC FILES AND TWO (2) COPIES OF THE FOLLOWING FOR PLAN REVIEW: pr pl cubing plans or drawings. (Minimum plan size is 18"X 24"scale,1/"scale for details.) ❑ Fixture specifications and equipment(cut sheets)with locations. ❑ Location and type of all backflow assemblies for each fixture. Ira AID DITION TO ABOVE,SUBMIT TWO(2) COPIES OF THE FOLLOWING,IF APPLICABLE TO YOUR PROJECT: ❑ Calculations for Grease Interceptor. pipe size and location of sanitary and potable water systems. giserdiagram of waste,vent,and rainwater systems,including sizes. ❑ 1%4edical gas piping riser diagram,type of gas,storage room and size of piping. Type ofPermit: ] New Installation ❑ Addition/Alteration/Repair ❑ Industrial Property Address: 19927 67th Ave NE Project Valuation: 54000 Lot # Parcel ID No.: 31051400200700 Preferred Contact: O Owner O Contractor Project Description: New restrooms and breakroom owrierName: Gateway Business Park LLC Office No.: EinailAddress: cjgayte@yahoo.com Cell No.: Mailing Address: 845 106th Ave NE Bellevue City: State: WA Zip. 98004 Contractor Name: Copper Creek Plumbing Services LLC NA Office No.: coppercreek@ mail.com Email Address: Cell No.: 425-239-1081 Mailing Address: 14143 105th Ave N E Kirkland City: State: WA Zip: 98034 L91 Contractor License Number: coppecp897du 11/20/2021 Expiration Date: Received REV1.2020 JUN 2$ 2021 Page 1 of �W-'Aq-j PLUMBING PERMIT FEES r fixture Commercial plumbing permits are required to submit line drawings.A plan review fee of 65%per Table 4-6 for plumbing permits will be assessed at time of submittal.Includes two(2)inspection with permit No.of Fixtures Cost per Fixture Subtotal Type of Fixture Additional Plan Review fees x $75.00 = Alteration/repair piping x $15.00 = Backflow Assembly - x $25.00 = Base Plunibin Fee $25.00 $25.00 Bath ShowerCornbo x $15.00 = Buildin Main Waste x $25.00 = Clothes Washer x $15.00 = Dishwasher 1 x $15.00 Dril do Fountain 1 x $15.00 = Floor Drains 2 x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb x $15.00 = Icemaker Refri erator 1 x $15.00 = Irrigation-per meter x $25.00 = Kitchen Sink& Disposal 1 x Laundry Tray x $15.00 = Lavato 6 x $15.00 = Med Gas Pi in <_ 5 inlets outlets x $60.00 = Med Gas Piping> 5 inlets/outlets(plus<_ 5 x $5.00 = inlets outlets Miscellaneous- regulated by plumbing x $15.00 = code,not otherwise specified Pretatment Interceptor _ x $75.00 re Re-inspection Fee all x $ 5.00 Roof Drains x $15.00 Shower only) x $15.00 = Sink bar,service,etc. x $15.00 = Toilets 5 x $15.00 = Urinal 1 x $15.00 = Vacuum Breakers x $25.00 = Water Heater 1 x $25.00 = __ Water Heater-Tankless x $25.00 = Permit Fee Table 4-6;Plan Review Fee Processing/Technology Fee $25.00 Total Page 2 of3 RE 1.2020 PROPOSED BUILDING USE 0 New ❑ Restaurant ❑ Automotive Based ❑ Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply, ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fiune Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools S❑ plinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease ^ interceptor? ❑ Yes f3 No ❑ Don't Know Does the plumbing system currently have an oil/water separator? ❑ Yes 43^ No ❑ Don't Know Is water used in the business process(washing,rinsing, cooling)? ❑ Yes ❑ No ❑ Don't Know Does your business require a NPDES permit? ❑ Yes 43 No ❑ Don't Know 1 hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Jerry Miller 06/17/2021 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV1.2020 Page 3 of3 COPPER CREEK PLUMBING SERVICES Owner or tradesperson MILLER,JERRY M 14143 105TH AVE NE Principals KIRKLAND,WA 98034 MILLER,JERRY M,PARTNER/MEMBER 425-239-1081 KING County WA JBI No. Business type 603 018 035 Limited Liability Company License Verify the contractor's active registration I license I certification(depending on trade)and any past violations Construction Contractor Active Meets current requirements. License specialties PLUMBING License no. COPPECP897DU Effective—expiration 03/31/2011-11/2012021 Bond Navigators Ins Co $6,000.00 Bond account no. NAV00021270 Received by L&I Effective date 04/01/2020 03/28/2020 Expiration date Until Canceled Bond history Insurance Security National Insurance $1,000,000.00 Policy no NA102027500 Received by L&I Effective date 03/05/2021 03/28/2012 Expiration date 03/28/2022 Savings No savings accounts during the previous 6 year period. Lawsults against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Affidavit hours Certifications $ Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices{ 'for this business.Washington allows the use of apprenti& I registered with Oregon or Montana.Contact th. egon Bureau of Labor&Industries or Montana Departmeri. .Labor &Industry to verify if this business has apprentices. Workers' Comp No active workers'comp accounts during the previous 6 year period Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety&Health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previmis 6 year perind Jerry Miler From: Raelynn Jones <rjones@arlingtonwa.gov> Sent Friday, June 18, 2021 2:43 PM To: Jerry Miler Cc: Launa Peterson Subject Gayteway Business Park plumbing Good Afternoon, We received the Commercial Plumbing Application for Gayteway, however we will require a hard copy submittal as well. You may drop off the required documents to our drop box located inside the foyer at our office.The address is listed below in my signature. Feet free to reach out should you have any questions.Thank you! Sincerely, Raeiynn Jones Permit Technician City of Arlington Community& Economic Development 18204 59t'Ave NE Arlington,WA 98223 Office:360-403-3436 www.arlingtonwa.gov pania�a2� �� P COMMERCIAL PLUMBING APPLICATION Community&Economic Development City of Arlington •18204 59th Ave NE•Arlington,WA 98223• Phone (360) 403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This includes commercial, tenant improvements, multi-family buildings, roof drains, and overflows, medical gas systems, commercial kitchens, grease traps and interceptors, sumps and cross connection backflow devices. The City of Arlington does not require a permit to stop leaks or clear stoppages,tuiless the piping is repaired,altered or replaced. SUBMIT ELECTRONIC FILES AND TWO (2) COPIES OF THE FOLLOWING FOR PLAN REVIEW: Ed Plumbing plans or drawings. (Mininnum plan size is 18"X 24"scale,1/"scale for details.) ❑ Fixture specifications and equipment(cut sheets)with locations. ❑ Location and type of all backflow assemblies for each fixture. IN ADDITION TO ABOVE,SUBMIT TWO(2) COPIES OF THE FOLLOWING,IF APPLICABLE TO YOUR PROJECT: ❑ Calculations for Grease Interceptor. 9 Pipe size and location of sanitary and potable water systems. Ed Riser diagram of waste,vent,and rain water systems,including sizes. ❑ Medical gas piping riser diagram,type of gas,storage room and size of piping. Type of Permit: 0 New Installation ❑ Addition/Alteration/Repair ❑ Industrial 19927 67th Ave NE 54000 Property Address: Project Valuation: Lot#: Parcel ID No.: 31051400200700 Preferred Contact: O Owner O Contractor Project Description: New restrooms and breakroom Owner Name: Gateway Business Park LLC Office No.: Email Address: cjgayte@yahoo.com Cell No.: Mailing Address: 845 106th Ave N E City: Bellevue State: WA Zip: 98004 Contractor Name: Copper Creek Plumbing Services LLC Office No.: NA Email Address: coppercreek@mail.com Cell No.: 425-239-1081 Mailing Address: 14143 105th Ave N E City: Kirkland State: WA Zip: 98034 L&.I Contractor License Number: coppecp897du Expiration Date: 11/20/2021 REV1.2020 Pagel of 3 PLUMBING PERMIT FEES(per fixture Commercial plumbing permits are required to submit line drawings.A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal.Includes two(2)inspections with permit. Type of Fixture No.of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $75.00 = Alteration re pair piping x $15.00 = BackflowAssenibly x $25.00 = Base Plumbing Fee $25.00 $25.00 Bath Shower Combo x $15.00 = Building Main Waste x $25.00 = Clothes Washer x $15.00 = Dishwasher 1 x $15.00 = Drirkng Fountain 1 X 1 $15.00 = Floor Drains 2 x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb x $15.00 = Iceniaker Refri erator 1 x $15.00 = Irrigation- per meter x $25.00 = Kitchen Sink&Disposal 1 x $15.00 = Laundry Tray x $15.00 = Lavatory 6 x $15.00 = Med Gas Pi in <- 5 inlets outlets x $60.00 = Med Gas Piping> 5 inlets/outlets(plus:5 5 x $5.00 = inlets outlets Miscellaneous- regulated by plumbing x $15.00 = code,not otherwise specified Pretreatment Interceptor x $15.00 = Re-inspection Fee all x $75.00 = Roof Drains x $15.00 = Shower(only) x $15.00 = Sink bar,service,etc. X $ 15.00 = Toilets 5 x $15.00 = Urinal 1 x $15.00 = Vacuum Breakers x $25.00 = Water Heater 1 x $25.00 LT- Permit Water Heater- Tankless x $25.00 Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total REV1.2020 Page 2 of PROPOSED BUILDING USE New ❑ Restaurant ❑ Automotive Based ❑ Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Airwashers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Ftune Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the phunbing system currently have a grease ❑ Yes (3 No ❑ Don't Know interceptor? Does the phunbing system currently have an oil/water ❑ Yes C] No ❑ Don't Know separator? Is water used in the business process(washing,rinsing, ❑ Yes (3 No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes (3 No ❑ Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. L07 I Jerry Miller 06/17/2021 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV1.2020 Page 3 of 3 NELSOK GATEWAY BUSINESS PARK Nelco Architecture,Inc, CC PACKAGING OFFICE TI 12le3 Ave. Suite 1300 Seattattle,WA 98101 Plane:W (206)4oe asoo W W.NELSONWORLDWIDE.COM 19927 67TH AVE NE, BUILDING C ARLINGTON WA APPROVED BY: Initials Date DRAWING INDEX PROJECT DIRECTORY BUILDING INFORMATION CLIENT: GAYTEWAY,U.C. SITE ADDRESS: 19927 67TH AVE NE,ARLINGTON,WA 2p4Hi Sl L DRAWING REVISION ATTN: CHRIS GAYTE PARCEL NUMBER: 31051400200700 zr,4n,:sc SHEET SHEET ISSUE 845106TH AVE NE,SUITE 102 NUMBER SHEET TITLE DATE REVISION ISSUE BELLEVUE,WA 98004 LEGAL DESCRIPTION SECTION 14TOWNSHIP 31 RANGE 05 QUARTER NW. NUMBER DATE TEL: 206240,9739 ZONING: GENERAL INDUSTRIAL AIRPORT PROTECTION DISTRICT- EMAIL: CIGAYTE@YAHOO.COM SUBDISTRICT _C'(GI) GENERAL ARCHITECT: NELSON WORLDWIDE CONSTRUCTION TYPE: IIIB COVER SHEET 05/05/2021 ATTN: JULIA SEEN,ARCHITECT OF RECORD FIRE PROTECTION: FULLY SPRINKLERED GENERAL NOTES AND ABBREVIATIONS 05/05/2021 1200 FIFTH AVE,#1300 BUILDING TOTAL FLOOR AREA: 66,847 SF SEATTLE,WA 98101 AN-3 I ACCESSIBILITY DETAILS 05/05/2021 TEL: 925.399.3411 OCCUPANCY TYPE: B(OFFICE)/F-1(WAREHOUSE) CLIENT: 2p 07 j - W ARCHITECTURAL EMAIL: JSEEN@NELSONW .CDM PROPOSED SUITE AREA: 2,000 SF OFFICE(NEW)(8) •f.� TENANT: C&C PACKAGING SERVICES INC A0.1 29,621 SF WAREHOUSE(EXISTING)(S-1) WAREHOUSE PLAN 17 ARCHITECTURAL SITE/EGRESS 05/05/2021 ATTN: 31,621 SF TOTAL A2.1 FLOOR PLAN 05/05/2021 17105 05 TYE YE Si SE i \ .f MONROE,WA 98272 APPLICABLE CODES A2.2 REFLECTED CEILING PLAN 05/05/2021 TEL: 206.498.1376 A2.3 POWER(COMM PLAN 05/05/2021 EMAIL: — 2018 INTERNATIONAL BUILDING CODE(IBC) GENERAL CONTRACTOR: PATTISDN GENERAL CONTRACTOR 20ip9 A5.1 INTERIOR ELEVATIONS&DETAILS 05/05/2021 ATTN: ANDY FORTING 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) GAYTEWAY BUSINESS A6.1 DOOR SCHEDULE 05/05/2021 15223 NE 99M ST,SUITE140 2018 INTERNATIONAL FIRE CODE(IFC) A6.2 FINISH SCHEDULE 05/05/2021 REDMOND,WA 98052 2018 UNIFORM PLUMBING CODE(UPC) PARK i TEL 425.497.8222 2018INTERNATIONAL MECHANICAL CODE Niulnpie arcel ) A8.1 WALL TYPES 05/05/2021 (IMC) P.O.BOX 1727 EMAIL' ANDYF@PATTISONGC.COM 2018 INTERNATIONAL FUEL GAS CODE BELLEVU E,WA 98009 A82 CEILING DETAILS OS/OSn0z1 STRUCNRAL: AHBL,INC. (I SPECIFICATIONS OS/OSn021 ATTN: ANDY PRUEGER 2018 NATIONAL ELECTRICAL CODE(NEC) PROJECT- H PL N 2215 N 30TH ST,SUITE 300 2018 WASHINGTON STATE AMENDMENTS CC PACKAGING OFFICE TI TACOMA,WA 98403 TEL' 253.383.2422 2018 WASHINGTON STATE ENERGY CODE `a _ EMAIL: APFLUEGER@AHBLCOM 2017 ICC/ANSI A117.1-ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES _ . _ COVID-19 DRAWING DISCLAIMER +� THESE DRAWINGS DO NOT REFLECT THE GUIDELINES SET FORTH BY THE WORLD HEALTH PROJECT DESCRIPTION Gayteway Business Park,Building C -p 19927 67th Ave NE,Arlington,WA ORGANIZATIONAUNTSRE AND CENTER FORID-DISEASE CONTROL OR OTHER GOVERNMENTAL AGENCY TENANT ALTERATION CONSISTING OF:NEW OFFICE SPACE WITHIN EXISTING WAREHOUSE.THE N ; �. ��, GUIDELINES RELATED TO COVID-19. NEW OFFICE SPACE INCLUDES THE CONSTRUCTION OF FOUR NEW TOILET ROOMS AND A .. � 15, BREAKROOM.SCOPE INCLUDES NEW DEMISING WALL TO CREATE TWO SEPARATE SUITES. PERMIT SET 05/05/2021 IMAGE SOURCE:SNOHOMISH COUNTY THESE IMPROVEMENTS ARE THE FIRST IMPROVEMENTS ASSOCIATED WITH THIS PORTION OF PROJECT SITE SHELL. �1 VICINITY MAP 1 1 SUITE CONTAINS BOTH B&S OCCUPANCIES USED BY A SINGLE TENANT. AN-0 NIS PARKING REQUIREMENTS S OFFICE COPY TOTAL(SO RATIO STALLS REQ. ADA STALLS REQ.1 sIALLSPROVID® ADA STALLS 1420VIDED SEPARATE SUBMITTALS OFFICE 2,- lnso a WAREHOUSE 64,847 inA00 33 TOTAL; 41 2 g2 4 ELECTRICAL,MECHANICAL,PLUMBING,FIRE ALARM,SPRINKLER,AND RACKING WORK. ® \J CITY OF ARLINGTON BUILDING DEPARTMENT ___AT:&f±mOpjLIGHTING REQUIREMENTS APPROVED SCOPE WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER a` -- �3 -,�. ATTACHED WSEC SPREADSHEET PLUMBING FIXTURES NO CHAWIES AUTHORIzED OCCUPANCY WATER 0. UNLESS APPROVED BY THE05ETSAIRINALS LAVATORIES OF RATIO BUILDING INSPECTOR 3 15E Loan RATIO I MALE FEMALE MY 13 D�PANC RATIO MALE FEMALE oCaI�PANGY �PANCY ENERGY REQUIREMENTS EXCEEDING 30 FOR P I AREA F WORK i 1 PER 25 OCCUPANT 1 PER 40 FIRST THE FIRST 150 SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS PER ATTACHED LOADSSEAL WSEC 4OFFICE(B) 13 FIRST I PER 7-1 7-1 80; 7-1 7-1 OCCUPANTS;1 NEW DEMISR EADSHEET ING WALL BETWEEN CONDITIONED/SEMICONDITION®SPACg MEETS WSEC THEN EN 1 PER 50 REQ REQ OR LESS CAN THEN 1 PER 80 REQ REQ ADDITIONAL FOR L__ ____ EXCEEDING 50 BE SERVED EXCEEDING 80 EACH 500 PRESCRIPTIVE STANDARD,SEE 3/A8.1. � WITH ONE OCNPANTS WAREHOUSE REQ REQ RESIROOM REQ 30-1 REQ SHELL IS A SEMI-HEATED BUILDING AS DEFINED BY THE 2018 WASHINGTON STATE ENERGY CODE. � _ I fi0 1 PER 100 1 PER 100 �714�1 REGISTERED - ----- - - 5 (S) REQ REQ REQ REQ WAREHOUSE SPACE TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8 ARCHITECT SUBTOTALS BTUH/SF;COOLING IS NOT PROVIDED.OFFICE SPACE TO BE FULLY CONDITIONED. I REQUIRED TOTALS 2 2 2 2 TOTAL PROVIDED 3 3 3 3 ROOF:CALCULATED RIGID INSULATION VALUE R-34,CONTINUOUS ABOVE DECK. JULIA SEEN STAB INSULATION is EXCLUDED. ,al — ----- 5 ATE OF WASHINGT +•I 4 7 3 GAYTEWA BUSINESS P UK d BUILDING C d GENERAL INFORMATION AND SITE PLAN 'I/�"D 26Lt'1, YW Pm7.No:21.0001410.000 Reviewed By: IS C1 SITE/BUILDING PLAN m R@C21Ved !T NIS JUN 23 20 AN-0 GENERAL NOTES SYMBOLS ABBREVIATIONS E LSOK THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER V ANGLE FLUOR FLUORESCENT PS PAINT SYSTEM ORDINANCES,CODES AND REGULATIONS LISTED IN ME SPECIFICATIONS OR SEPARATE PERMIT,WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE 49. UPON SUBSTANITAL COMPLETION OF WORK CONTRACTOR SHALL A _W((.f[)QyQ WINDOW SYMBOL t CENTER LINE FM FACTORY MUTUAL PSF POUND$PER SQUARE FOOT ON THE DRAWING$,AND REQUIRED BIT LOCAL BUILDING AIJI}KJRITIES.THE DESIGN/BUILD IN NATURE,SHALL BE OBTAINED BY ME CONTRACTOR FOR PREPARE A'PIROIUST"OF CORRECTIONS AND UNSATISFACTORY AND/OR L/ g DIAMETER OR ROUND FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH Nelco Architecture,Inc. GOVERNING CODES,RULES AND REGULATIONS ARE COLLECTIVELY REFERRED MECHANICAL,FWMBWG,FIRE SPRINKLERS,ELECTRICAL AND FIRE ALARM. INCOMPLETE WORK MR REVIEW BY ME ARCHITECT. ! # NUMBER OR POUND FOF FACE OF FINISH PT PRESSURE TREATED TO AS"DIE CODE."ME CONTRACTOR SHALL REPORT ANY)NCON56TENCIES, DESCRIPTIVE,DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS 50. THE CONTRACTOR SHALL MAINTAIN AT THE SITE,ONE RECORD COPY OF ALL 1 J PENNY FDIC FURNISHED BY OWNER PM PAPER TOWEL DISPENSER CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCNITECT FOR INFORMATION SHALL BE PROVIDED FOR REVIEW BY ME REGULATING DRAWINGS,PERMITS,SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL CO_UMN LINEIGRID LINE A INTERIOR ELEVATION(S) INSTALLED BY CONTRACTOR PTD/R PAPER TOWEL DISPENSER INTERPRETATION PRIOR TO PERFORMTNGTHE WORK. AUTHORITIES AND BY ME OWNER/TEMAN T/ARCHITECT FOR APPROVAL CIA DURING CONSTRUCTION.ACCESS M THESE SHALL BE PROVIDED FOR -L PERPENDICULAR 2. ME GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO MOOR TO ANY WORK BANG PERFORMED.SEE SPECIFICATIONS FOR ME OF ALL TRADES,CLIENT REPRESENTATIVES AND ME ARCHITECT, ELEVATION IDENTIFICATION R PLATE FOIO FURNISHED BY OWNER AND RECEPTACLE DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION;WHEN REQUIREMENT FOR DESIGN/BUILD FIRE SMUNKLER SYSTEM.SUBMIT MAN DURING ALL PHASES OF CONSTRUCTION. D AX.X INSTALLED BY OWNER PIN PARTITION 1200 Fifth Ave. AND HOW DELNERIES CAN BE MADE,WHAT PHASES AND TYPES OF TO AND OBTAIN PERMIT FROM MEAUMO RITY HAVING JURISDICTION FOR Sl. WRING THE COURSE OF CONSTRUCTION,ACTUAL LOCATIONS SHALL BE SHEET WHERE ELEVATION IS AB ANCHOR BOLT FOS FACE OF STUD PTR PAPER TOWEL RECEPTACLE Suite 1300 CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS,AND IN FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION.ALL WORK INDICATED TO SCALE IN RED INK ON ME OWNERS RECORD DRAWINGS FOR ALL lX. \�AWN AC ACOUSTICAL FS FULL SIZE PVMT PAVEMENT GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECTME SHALL COMPLY WITH CURRENT GOVERNING CODES. RUNS OF MECHANICAL AND ELECTRICAL WORK INCWDING CONCEALED WORK Seattle,WA 98101 CDST OF ALL WORK BORNE BY ME GENERALCONTRACTOR ALL WORK SHALL WHICH DEVIATES FROM ME DRAWINGS.UPON COMPLETION OF ME PROIECE, 7 DOOR/RECITE NUMBER A/C AIR CONDITIONING FT FEET CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT INCLUDING ALL PUNCHUST ITEMS,THIS INFORMATION SHALL BE NEATLY CORRESPONDS TO ROOM ENTERING ACP ACOUSTICAL CEILING PANEL FIG FOOTING QT QUARRY TILE Phone: (206)408-8500 REGULATIONS,WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO GOVERNING CODES.NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS,WHICH SHALL EL ±07B .TITLES ROOM IDENTIFICATION ACr ACOUSTICAL TILE Eric FURNISHED BY TENANT WWW.NELSONWORLDWIDE.COM SUBMISSION OF BID. TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING MARKED BUILT SET"AND COPIES SHALL BE PROVIDED TO BOTH THE E TFRE2� ADH ADHESIVE INSTALLED BY CONTRACTOR R RISER 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUB- CODES. OWNER AND THE ARCNTTECF.WITHIN THREE(3)WEEXS(15 BUSINESS DA.5) .�6 ROOM NAME AD] ADJACENT FTIO FURNISHED BY TENANT RA RETURN AIR CONTRACTORS'RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS,AS WELL 22. THE CONTRACTOR SHALL CREATE AND IMPLEMENT AN EROSION AND OF THE RECEIPT OF THE"AS BUILT SET."APPROVAL FOR FINAL PAYMENT TC O KEY NOTE ROOM#-�--ROOM NO. AF ACCESS FLOOR INSTALLED BY OWNER RAD RADIUS AS ALL FUTURE ADDENDA,BULLETINS,FIELD DIRECTIVES AND CHANGE SEDIMENTATION CONTROL PLANFOR ALL SDE CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL BE GRANTED OR REASONABLE CAUSE SHOWN WHY ORDERS. ASSOCIATED WITH THE PROJECT. SUCH APPROVAL HAS BEEN DENIED. AFF AT/ABOVE FINISH FLOOR FURR FURRING RBS ROD 8,SHELF 4.: THE AIA STANDARD DOCUMENT'A201"TIRED"GENERAL CONDITIONS OF THE THE PLAN MUST CONFORM TO THE BROMN AND SEDIMENTATION 52. PRIOR TO THE COMPLETION OF THE WORK THE CONTRACTOR SHALL AH] AUTHORITY HAVING JURISDICTION FIlT FUTURE RB RESILIENT BASE CONTRACT FOR CONSTRUCTION"SHALL BE CONSIDERED PART OFTHE REQUIREMENTS OFTHE 2003 EPA CONSTRUCTION GENERAL PERMIT OR ASSEMBLE AND FURNISH THE CUENF A COMPLETE SET OF MANUFACTURERS' pARTrT10N TYPE +Bb' FINISHED CEILING HEIGHT AL ALUMINUM FUTURE FUTILE ROUGH IN ONLY RCP REFLECTED CEILING PLAN - GEN�RAL CONDITIONS OF MIB WORK. LOCAL STANDARDS AND CODES,WHICHEVER IS MORE STRINGENT. CATALOG,OPERATING INSTRUCTIONS,SFARF-UP CHDDC LISTS,MAINTENANCE ALT ALTERNATE RIO RD ROOF DRAIN S. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGEMENT 23. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT INSTRUCTIONS AND SIMILAR DATA,AS WELL AS ALL GUARANTEE(S)FOR ALL AP ACCESS PANEL RD/O ROOF DRAIN OVERFLOW ND SHALL PROVIDE PROTECTION AS THE STORAGE OF MATERIALS A NECESSARY PRIOR START OF CONSTRUCTION. EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE APC ACOUSTICAL PANEL CEILING GP. GAGE REPAR REINFORCING BAR TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT 00.DAMAGE 24. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY CONTRACTOR UNDER THIS CONTRACT,MID SHALL ORIENT AND INSTRUCT REVISION NUMBER ____ �- PROPERTY LINE SUSTAINED WE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL THE PERSONNEL DESIGNATED IA'THE CLIENT IN THE OPERATION OF ALL 9" X APPROX APPROXIMATE GA LV GALVANIZED REF REFERENCE OF CONTRACTOR,uxo REVISION ARCH ARCHITECTURAL GB GRAB BAR RISER REFRIGERATOR CONDITIONS AND WILL REPAIR&.REPLACE DAMAGE OR LOSSES ATTIE 25. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALLTRANSPORTATION, EQUIPMENT. CLOUD AROUND REVISION ASPH ASPHALT GC GENERAL CONTRACTOR REINF REINFORCED CONTRACTORS EXPENSE WITHOUT CHARGE TO THE OWNER HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT 53• THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT / NEW OR FINISHED CONTOURS GL GLASS OR GLAIING REgf) REQUIRED 6. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL TO THE POINT OF USE,AND SHALL BE RESPONSIBIF FOR ALL UNLOADING, THAT MDW OR ASBESTOS IS UNCOVERED.THE OWNER SHALL RETAIN A 79 BD BOARD BE OCCUPIED DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL CHECKING AND STORAGE OF ME SAME IN CONNECTION WITH THIS QUALIFIED CONSULTANT WHO SHALL ARRANGE FORME PROMPT GLB GLU-LAM BEAM REV REVISION A. CON FORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF BETW BETWEEN CONTRACT MOLD OR(ASBESTTESTING,UIEATMENr,REMEDGOOD AND THE MATCH LINE GND GROUND RH RIGHT HAND OR ROBE HOOK CONSTRUCTION LEVELD RNGISSTOT BUSINESS HOURS EXISTING CONTOURS BLK BLOCK 26. OF THE INEVITABLE WASTE THAT[5 GENERATED,AS MANY OF WASTE MOLD OR ASBESTOS AS REQUIRED BV LAW AND GOOD CONSTRUCTION GR GRADE RESIL RESILIENT ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS MATERIALS AS ECDNOMCALLY FEASIBLE SHALL BE REUSED,SALVAGED,OR PRACTICES.THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK - SHADED PORTION IS THE SIDE 71 BLOC BUILDING GWB GYPSUM WALL BOARD RM ROOM B. CONSTRUCTION OPERATIONS SHALL NOT BLOCK HALLWAYS ACCESS RECYCLED.WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED. RELATED TOTHESE MATERIALS. CONSIDERED BM BEAM RO ROUGH OPENING ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING. CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND 0 BRG BEARING C CONSTRUCTION OPERATIONS SHALL NOT CAUSE INTERRUPTIONS OF M. LEAD PA CONTRACTOR ER POTENTIALLY THAT THE PREMISE MATERIALS. BEEN TESTED FOR P �5 HB HOSE BIB RT RESILIENT TILE SEPARATION FOR ALL TRADES.CONTRACTOR SHALL PROW LA SEPARATION, LEAD PALM"OR QTHFR POTENIIALLV HAZARDOUS MATB21AL5.THE : WORK POINT,CONTROL POINT 1A BOT BOTTOM ELECTRICAL SERVICES TO THE TENANTS OFTHE BUILDING WITHOUT HANIX1ryG,TRANSPORTATION,RECYC LING,SALVAGE,AND LANDFlLING FOR t' TOP OF WALL HC HOLLOW CORE OR HANDICAP RUB RUBBER PRIOR NOTIFICATION AND APPROVALS.PROPERLY PROTECT ALL ALL DEMOLITION AND WASTC MATERIALS.RECYCLABLE MATERIALS CAN BE CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS IN THE CARRYING y OR DATUM POINT / BSMT BASEMENT HDR HEADER RW RAIN WATER FLOORS,MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUEMCT COMMINGLED IN DUMPSTERS ON-SITE AS LONG AS PROVISION IS MADE PoR IXfr ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH V BUR BUILT UP ROOF HDWD HARDWOOD RWL RAIN WATER LEADER TO CONSTRUCTION TRAFFIC SHOE WIPING MATS WILL BE INSTALLED HAULING TO A TRANSFER SFATION WHERE SEPARATION WILL OCCUC MATERIALS. T AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC TRANSFER SFATION MUST PROVIDE DOCUMENTATION REPORT TYPES OF 55. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY 16� HDWE HARDWARE SPACES.ALL ACTIVE AREAS SHALL BE KEPT CLEAN AND FREE FROM 1492 EQUIPMENT NUMBER G TOP OF CURB HM HOLLOW METAL g SOUTH DEBRIS. MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD.FINAL INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES HAVING 'A' CAB CABINET HORIZ HORIZONTAL DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED. DISABILITY AN AND COMPLYING WITH STATUTORY REQUIREMENTS FOR CB CATCH BASIN SC SOLID CORE D. ERECTANDMA/MAWTEMPORARY AND WARNING SIGNS RUSTPROOF - HR HOUR DIVERSIONCAALS:AMINIMUM 75%OFTOTAL PROJECT WASTE SHALL BE DISABILITY AND WORKMEN'S COMPENSATION. HT HEIGHT SCD SEAT CHEDULCOVER DISPENSER PARTITIONS,BARRICADES,FENCES AND WARNING SIGNS AS BUILDING SECTION CBU CEMENTITIOUS BACKER UNIT SCHD SCHEDULE NECESSARY TO PREVENT INURY,NOISE,DUST AND INCONVENIENCE. X CENT CEMENT TO ORHERTENANTS,THEPLIB3C,AND TO PREVENT DAMAGE TO DIVERTED FROM LANDFILL THE FOLLOWING WASTE CATEGORIES,AT A HTG HEATING MINIMUM,SHALL BE DIVERTED FROM LANDFILL. /y�. SECTION IDENTIFICATION ,SN TOP OF PAVEMENT CER CERAMIC HVAC HEATING/VENTILATION/ SD SOAP DISPENSER ADJACENT CONSTRUCTION WHICH IS To BE LEFT IN MACE. 2?' CFM CUBIC FEET PER MINUTE SECT SECTION E. CONTRACTOR SHALL FOLLOW THE RECOMMENDED CONTROL a CLEAN DIMENSIONED WOOD,PALLET WOOD SHEET WHERE SECTION IS DRAWN AIR CONDITIONING SF SQUARE FEET MEASURES OF ME SHEET METAL AND AIR CONDITIONING NATIONAL D PLYWOOD,DEB,AND PARTICLEBOARD CFT CONDUCTIVE FLOOR TILE HWH HOT WATER HEATER Sim SHEATHING aXErvE OCCUPIED WI-SSOQATDER CONSTRUCTION, NSTRU TI ON,2NDI.INFS DM c. CONCRETE CG CORNER GUARD SIM SIMILAR OCCUPIED BUILDINGS UNDER TER 3).UCDW,2T S DRED 2m7, a CARDBOARD,PAPER,PACKAGING CHID CHALK BOARD IBC INTERNATIONAL BUILDING CODE SNK SINK AN51/SMACNA 008-2008(CHAPTER 3).7 PROTECT STORED ON-SITE e. METALS CI CAST IRON ID INSIDE DIAMETER/ SIR SEALER AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE F. GYPSUM DRYWALL(UNPAINTED) PROJECT NORTH CTT CONTROL JOINT DIMENSION F. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED WRING 9. ACOUSTICTILE DETAIL SECTION SND SANITARY NAPKIN CONSTRUCTION,FILTRATION MEDIA WITH A MINIMUM EFFICIENCY h. PAINT X N CUF CHAIN LINK FENCE IEC INTERNATIONAL ELECTRIC DISPENSER N N REPORTING VALUE(MERV)OF 8 MUST BE USED AT EACH RETURN AIR i. GLASS SECTION IDENTIFICATION �`/X,�J-I��/�/'�J' PROJECT NORTH CLG CEILING CODE COUNCIL GRILLE. I. MASTICS A%•X T sNR SANITARY NAPKIN 7. ALL CUTTING,CHASING,DRIVING OR DEMOLITION OF WALLS,SLABS,ETC. IL CARPET AND PAD CI CAULKING TION JOINT IEC INTERNATIONAL FIRE CODE SHEET WHERE SECTION IS DRAWN CLX CAULKING RECEPTACLE I. BEVERAGE CONTAINERS CIA CLOSET IG INSULATED HOLLOW NG SPEC SPECIFICATION TOOLSREQUI SHALLING BE�FORMEDOf AFTER OR AR BUSIER NESS HAND OR POWER IHM INSULATED HOLLOW METAL SQ SQUARE TOURS SHALL IS PERFORMED AFTER RESULT BUSINESS HOURS ON AN CUR CLEAR 27. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS,MAINTAIN AND PAY IN INCH OVERTIME TEDIT N NECESSARY,EA WRITTEN THEWAIVEBUILDING MANAGEMENT AND g-0' DENOTES CHANGE IN CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL OANY THER ECEEDTENAMSPROVIOEAWRITTENWAIVEREXPRESSLYPERMITTING ALATINGOL COSTS FORTEMPORARYWATER,PUIMBNPERLYC NDUCTTINE ELEVATION INCL INCLUDE $$K SERVICE SINK GAYTEWAY BUSINESS OTHERWISE. HEATING OR VENTILATION REQUIRED TO PROPERIr cwNDucrTHE WORK. p.� CO COUNTER INSUL INSULATION ST STONF(STONE TILE 8. THE CONTRACTOR SHAM ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 28. DIMENSIONS ARE TO FACE OF SND,CONCRETE,OR MASONRY UON. CO CLEANOUT TNT INTERIOR STA STATION JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THIS DO NOT SCALE T HESE DRAwIFK;,;wRrrITM DIMENSIONS SHALL GOVERN. DETAIL OR ENLARGED PLAN COL COLUMN IPC INTERNATIONAL PLUMBING CODE PARK PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS SHOULD ANY DWENSIOHAL DISCREPANCIES BE ENCOUNTERED, X CONC CONCRETE SIC SOUND TRANSMISSION CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. DETAIL IDENTIFICATION CLASS P.O.BOX 1727 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO AX.X CONROR CONSTRUCTION 29. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND JAN JANITOR NORMAL woaaNG HOURS.THE CONTRACTOR SHALL PROVIDE PUBLIC SHEET WHERE DETAIL IS DRAWN FINISH SYMBOL CONT CONTINUOUS STD STANDARD PROTECTION,AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES ELEVATIONS IT JOINT SR STEEL BELLEVUE,WA SHOOS HAVING JURISDICTION,UNTIL CLIENT ACCEPTANCE OF THE PREMISES. 30. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' 2 CORR CORRIDOR STOR STORAGE 9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION RECOMMENDATIONS.ANY DIFFICULTIES ARE TO BE REPORTED M THE CPT CARPET -KIT KITCHEN VROJECT AND MAINTENANCE OF ALL BRACING,SHORING,ENCLOSURES,BARRIERS OR ARCHITECT IMMEDIATELY. CT CERAMIC TILE KO KNOCK OUT STRL STRUCTURAL SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKBAG ENVIRONMENT AS 31. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL WARRANTEE ALL CTR CENTER SUSP SUSPENDED CC PACKAGING OFFICE TI WORK PERFORMED BY IBM DIRECTLY FOR A MINIMUM PERIOD OF ONE(1) KS KNEE SPACE SV SHEET VINYL DICTATED 8Y SITE CONDITIONS AND THE PROGRESS OF WORK. YEAR AS SPECIFIED IN THE CONSTRUCTION CONTRACT.ALL DEFECT CY CUBIC YARD 10. DURING THE ENTIRE CONSTRUCTION PERIOD,ALL Bars,EXIT UGHTING, OCCURRING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO LAM LAMINATE SYM SYMMETRICAL FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUO SLY pppITONAL COST. DBL DOUBLE LAV LAVATORY T TREAD MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER 32 THE VENT,ARCHITECT,CONSULTANTS AND ALL INSPECTORS FROM DEPT DEPARTMENT LB LAG BOLT TB TOWEL BAR DEVICES NGENTITY REQUIREMENTS.LINO,ALL EXISTING,SERVICES AND PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO ME JOB SITE AT ALL OF DRINKING FOUNTAIN(W/O COOLER) DEVICES SHALL REMAIN ACTIVE. LF LINEAL FOOT TSB TOPE BOTTOM TIMES WRING NORMAL WORKING HOURS. CIA DIAMETER Ga eWa Business Park,Building C 11. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE 33. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND LG LENGTH TG TEMPERED GLASS T Y 9 BUILDING OWNER.INCLUDING,BUT IS NOT LIMITED TO,WINDOWS,FLOOR EQUIPMENT NECESSARY TO EXECUTE ALL WORK EXCEPT WHERE NOTED AS DIAL DUIGONAL LH LEFF HAND THK THICK 1992767th Ave NE,Arlington,WA AND CEILING FINISHES,MBUCTOILETS,ELEVATORS,DOORS @BUCKS, NOTINCONIRACF(N.LC.). DIM DIMENSION BLIND LINOLEUM TIG TEMPERED INSULATED ELECTRICAL AND AR-CONDITIONING EQUIPMENT.THE CONTRACTOR SHALL 34. MINOR DETAILS NOT MOWN OR SPECIFIED,BUT NECESSARY FOR PROPER DISP DISPENSER LKR LOCKER GLAZING Description: No: Date: PROTECT ADJOINING PROPS DAMAGE CAUSED BYWE CDNIRACTOR5 CONSTRUCTION OF ANY PART OF THE WORK,SHALL BE INCLUDED AS IF THEY DN DOWN IT LIGHT TO TOP OF WORK M WORKMEN MUST BE MADE GOOD,W A TIMELY FASHION. WERE INDICATED IN THE DRAWINGS,UNLESS OTHERWISE AGREED UPON DR DOOR OR DRAIN TT)C TOP OF CONCRE-)-E PERMIT SET 05/05/2021 PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT WHERE THE CONTRACT,CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY DTL DETAIL THE COST OF THE CONTRACTOR.THE CONTRACTOR SHALL BE FULLY WORK OF A MORE STRINGENT NATURE THAN THAT - MACH MACHINE TOP TOP OF PAVEMENT REQUIRED BY DWR DRAWER RESPONSIBLE FOR ALL SIN A TIMELY FASHION, IFTHE CONTRACTOR FALLS TO BUILDING CODE,OR ANY OTHERRE STRINGENT HAVING NATURE C LLOOS OVER THE MAIL MAXIMUM TOS TOP OF STEEL COMPLETE THE REPAIRS IN A TIMELY FASHION,SAID REPAIRS WILL BE MADE WORK THE WORK OF THE MORE STRINGENT NATURE CANED SHALL BE DS DOWNSPOUT MAX MAXIMUM TOW TOP OF SLAB BYAcoNIIRAcroR SELECTED By ME OWNERS REPRESENTATIVE AND BACK NRNISHeO IN ALL CASES. DW DISHWASHER MECH MECHANICAL TOW TOP OF WALL CHARGED ACCORDINGLY. 35. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH DWG DRAWING MEZZ MEZZANINE TPD TOILET PAPER DISPENSER 12, THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, MATERIALS WHICH YIELD ME HIGHEST PERCENT OF PRE-CONSUMER(POST- MFR MANUFACTURER TPH TOILET PAPER HOLDER THE TENANT,AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS INDUSTRIAL)AND POST-CONSMER RECYCLED CONTENT.THE CONTRACTOR FOR THE DAMAGE TO ME PROPERTY OF ANY PERSON,FIRM OR INDIVIDUAL SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF ME BUDGET E FAST MET MANHOLE TPTN TOILET PARTITION OR FOR PERSONAL INJURIES(INCLUDING DEATH)ARISING OUT OF,OR AND SHALL NOT PURCHASE ANY COST-ADDING MATERIAL OR PAY A PREMIUM SUFFERED WHILE ENGAGED IN,OR CAUSED,W WHOLE OR IN PART,BY THE (MORE THAN FAR MARKET VALUE)WITHOIN PRO]ER MMTAGER AND OWNER EEEL EXPANSION A EACH MIN MINIMUM T$ TUBULAR STEEL EXECUTION OF THE WORK;THE CoNTRAROR"a WELL AND TRULY El EXPANSION JOINT MIS MIRROR TV TELEVISION ACKNOWLEDGEMENT APPROVAL RISC MISCELLANEOUS TYP TYPICAL DEFEND THE LANDLORD,TENANT AND gRCH[TECT AND SHALL PAY ALL EL ELEVATION - MOPES AWARDED FOR SUCH DAMAGES OR INJURIES(INCLUDING DEATH),ALL 36.. FOR ALL LS MANUFACTURED A PURCHASED WITHIN CONTRACTOR ERA SHALL FURNISH E MLD MOLDING COSTS INCLUDING ATTORNEYS FEES SUSTAINED,AND SHALL OBTAIN A FULL MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT ELEC ELECTRIC MRGWB MOISTURE RESISTANT GWB UL UNDERWRITERS LABORATORY ACQUAINTANCE AND RELEASE IN fAVOR OF THE LANDLORD,TBNANTAND SITE WHERE AVAILABLE,WITHIN BUDGET,WITHIN FAIR MARKET VALUE AND ELEV ELEVATOR MTD MIXINTED LINE UNFINISHED ARCHITECT, UNLESS sIJOI LIABILTY RESULTS SOLELY MOM THE NEGLIGENCE DO NOT PRESENT RISK TO THE PROJECT SCHEDULE. EM ENTRY MAT MTL METAL LION UNLESS OTHERWISE NOTED OF THE LANDLORD,TENANT,ARCHITECT,ITS AGENTS OR EMPLOYEES. 37. FOR ALL NEW WOOD PRODUCTS INCLUDING BUT NOT LMITED TO PARTICLE EMER EMERGENCY MULL MULLION UR URINAL 13. THE ARCITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF BOARD,MDT,PLYWOOD,OSB AND WOOD DOORS,THE CONTRACTOR STALL ENCL ENCLOSURE OR ENCLOSED ANY WORK NOR FORME MEANS AND METHODS OF CONSTRUCTION CHOSEN FURNISH MATERIALS THAT CONTAIN NO ADDED UREA-FORMADALHYDE. EP ELECTRICAL PANEL N NORTH BY THE CONTRACTOR OR ANY 51/0{AN'TRACFORS,NOR SHALL THE ARCHRER 38' DETAILSARE INTENDED TO SHOW THE INTENT OFTHE DESIGN.MINOR VAR VARIES GUARANTEE THE PERFORMANCE CENTER CONTRACTS. MODIFICATIONS MAY BE REQUIRED TO SUIT FIELD CONDITIONS. EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT 14. THEACONTRACTOR THE SHALL PERFORM ONLY CLEANING S.THE JOB SITE REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF ME WORK EPX EPDXY NO/# NUMBER VCr VINYL COMPOSITION THE N. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANI6 VEST VERTICAL DURING THE E.HIM CATION PERIOD TO TENANT OCCUPANCY, CY,THE WORK EQ EQUAL NOM NOMINAL VEST VESTIBULE FROM DAMAGE.IMMEDIATELY PRIOR TO TENANT OCCUPANCY,THE ANDTRADESPERSONS SIOLLED W THEIR RESPECTIVE TRADES AND IN EQUIP EQUIPMENT TUTS NOT TO SCALE WN VINYL CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA ACCORDANCE WITH THE BEST TRADE PRACTICES. EST ESTIMATE INCLUDING,BUT NOT UMIT TO,WET WIRING OF FURNITURE,AND 40. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES EX EXPANSION OA OVERALL VWC VINYL WALL COVERING ED OC ON CENTER CASEWORK WASHING AND WAXING OF VCT FLOORING AND THE VACUUMING FOR ALL SPECIFIED MATERIALS&EQUIPMENT REQUIRED TO PERFORM THE EXIST EXISTING W WEST OF CARPET.ALLCLEANING SHALL IO IN ACCORDANCE WITH WORK UPON RECIPE IFTHECONTOUR DOCUMENTS.SHOULD THE EXT EXTERIOR OD OUTSIDE IMENSI DIAMETER/ MANUFACTURERS'RE COMMENDATIONS AVAILABILITY FSPECIFIEDT,ITEMS THE CONTRACTOR SH mE0NITIME DIMENSION W/ WITH 15. THE CONTRACTOR IS ND SHAM PE FOR COORDINATING THE WORK OF ALL COMPLETION OF THE PROJECT,THE OMAN EQOR SHALL NOTIFY THE OFF OFFICE W/O WITHOUT SUBCONTMCTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS ARCNITECE IMMEDIATELY AND PROPOSE AN EQUIVALENT SU&STITUTION TO FA FIRE ALARM WC WATER CLOSET SEAL MAYBE NECESSARY FORTH EM TO COMPLETE THEIR WORK.IT IS EXPECTED BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT ACCEPTAB E. FBO FURNISHED BY OTHERS OH OVERHEAD THATTHE CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH 41. SUBSTRURON OF ALL EQUALS STALL BE ONLY AS APPROVED W ME FCIC FURNISHED BY CONTRACTOR OPH OPPOSITE HAND WD WOOD THATOFALLOTHERVENWRS RETAINED BYTHECLIENTTOASSURETHAT ARCHITECT.WHERE THE TERM'OR EQUAL"IS USED THE ARCHITECT SHALL INSTALLED BY CONTRACTOR OPNG OPENING WE WIDE FLANGE ALL SCHEOULES ARE METAND THAT WORK PROCEEDS WITHOUT DELAY. BETHE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FM FACTORY OPP OPPOSITE WG WIRE GLASS 16. BIDDERS,BEFORE SUBMITTING PROPOSALS,SHALL VLSI'AND CAREFULLY FURNISHED BY THE CONTRACTOR.SUBSTITUTIONS MUST BE ACCEPTED IN COHSE WAREHOUSE EXAMETHE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WRITING BEFORE THEY MAY BE USED. FD FLOOR DRAIN PERP PERPENDICULAR WP WATERPROOF ' WITH ME EXISTING CONDITIONS AND ME DIFFICWILLLTIESMMT WILL AFFECT 42. THE CONTRACTOR SHAUL PREPARE SUBMITTALS FOR REVIEW BYTHE FDN FOUNDATION PEN PREFINISHED WR WATER RESISTANT 20714527 �REREDTHEEXKURONOFWEWORK.SUBMISSIONOFAPROPOSALWILLBE ARCHITECT,FORALL MATERIASAND EQUIPMENTSP�FIED.IFTHE FE FIRE EXTINGUISHER PL PLATE OR PROPERTY LINE WSCT WAINSCOT CONSTRUED AS EVIDENCE THAT SUCH AN ELIMINATION HAS BEEN MADE, CONTRACTOR THE OWNER,OR THE OWNERS REPRESENTATIVE SUBSTIMF.SAND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, A MATERIAL,METHOD OF ATTACHMENT,REVISES A CONSRUCION DETAIL, FEC FIRE EXTINGUISHER CABINET PLANT PLASTIC LAMINATE WT WEIGHT EQUIPMENT,OR MATERIALS,REQUIRED BECAUSE OF DIFFICULTIES OR IN ANY WAY ALTERS THE WORK SUCH THAT 7 NO LONGER CONFORMS TO FF FACTORY FINISFf PNL PLYWOOD �I , ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH THESE DOCUMENTS,WITHOUT ME WRITTEN ACCEPTANCE OF ME FIN FINISH PNL PANEL XFMR TRANSFORMER AN EXAMINATION BEEN MADE.ME GENERAL CONTRACTOR SHALL VERIFY ALL ARCHITECT,SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY FL FLOOR PNT PAINT YD YARD k�f� CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL RESPONSIBILTY OR UABIUTY INCLUDING,BIT NOT LIMITED TO,AESTHETIC FUG FLASHING PR PAIR DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO ME ARCHITECT PRIOR CONSEQUENCES,SUBSEQUENT FAIWRE(S)AND PERSONAL OR PROPERTY TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION. DAMAGEATTRIBUTABIE TO THIS CHANGE. 17. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, 43. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY EXCLUSIONS,OR MODIFICATIONS TO THE PROJECT DURING ME BID OF WHICH THE ITEM IS A COMPONENT. SELECTIONS PERIOD.ANY AND ALL LIMITATIONS,EXCWSIONS,OR 4F. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR CITY STAMF MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE INADEQUATE MAY 8E RETURNED WNHOUFACRON.CDSIS INCURRED FOR PRESUMED"INCLUDED",IN WH[[H CASE NO ADDITIONAL MONIES WILL BE THE RESULTANT DELAYS WILL BE ME RESPONSIBILITY OF THE ALLOCATED FOR THIS WO RC CONTRACTOR. 18. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING 45. REVIEW OF SUBMITTALS SHALL NOT RELIEVE ME CONTRACTOR OF DRAWINGS.ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE NEITHER ME OWNER NOR THE ARCHITECTS ARE RESPONSIBLE FOR ACCURACY REQUIREMENTS OF THESE CONTRACT DOCUMENTS,UNLESS ME ARCHITECT OF EXISTING INFORMATION.EXISTING CONSTRUCTION CONDTONS W AREAS 15 NOTIFIED AND SPECIFICALLY APPROVES OF,THE DEVIATIONS AT ME WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. TIME OF ELL LESION. 19. WITHIN ONE(1)WEEK(5 BUSINESS DAYS),OF ME AWARD OF THIS 46. REVIEW OF SUBMITTALS SHALL NOT RELIEVE ME CONTRACTORS CONTRACT,PRIOR TO MOBILL2ATION FOR ANY WORK THE CONTRACTOR OBLIGATION FOR COORDINATION NOR WANE RESPONSIBILITY FOR ERRORS SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY AND OMISSIONS IN THE SUBMITTALS,INCWDING TIEW MEASURE" ME PHASES OF ME WORK AND ALL RELATED WORK FORME COMPLETION OF V. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, I�/L T [` p� ME PROJECT.THIS SCH MULE SHALL INDICATE ALL ORDERING LEAD TIMES, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY ME CONTACTOR, GENERAL NOTES CX LENGTH OF TIME FOR EACH PHASE,ICOMMON,S START AND COMMON,WITH A ARCHITECT OR OWNER,SHALL BE DOCUMENTED BY THE ARCHITECT AND PROJECTED COMPLETION DATE. APPROVED,PRIORTO EXECUTION. 20. CONTRACTOR COON�D R AND M�Nam. SHALL ATTEND JOB MEETINGS 46. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHIECT ON THE JOB SITE [` BY DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK THE ABBREVIATIONS 21. ME CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL SITE DEVELOPMENT CDMRACFORSHALLCALL TOTHEATNMMIONOFTHEAROINECr,W WORK PAY ALL FEES FOR PERMITS AND CHECK ALL GOVERNING WRITING,ALL SPECIFIC ITEMS FOR WHICH AROMTIECT5 REVIEW IS REQUIRED AUTHORITIES'SPECIFICATIONS FOR BIT NOT LIMITED TO,GUTTERS, SIDEWALKS,POLES,AND OTHER STRUCTURES,INCWDWG THE REMOVAL OR Prof.No:21.0001410.000 RBYiemd By: J! RELOCATION OF EXISTNG UTTIM OROTHERMHYSICALOWECISSHOWN ON PLANS OR NOTED OTHERWISE. AN-1 302/303 FLOOR SURFACES&CHANGES IN LEVEL 404 DOORS continued 502/503 PARKING AND PASSENGER LOADING ZONES Continued 604 WATER CLOSETS&TOILET COMPARTMENTS Continued 609 GRAB BARS conalued 703 SI(NAGE continued NELSO GV.vw®hgmvnxGlxs ANSUICC A117.1604.5-GRAB BARS(REFERENCE DETAILS) OVERHEAD SIGNS ANSf/ICC A11 A MI-CHANGES IN LEVEL(REFERENCE DETAIL) AN57/ICC A117.1909.2.6-DOOR HARDWARE �/ A.for Water tloMs not bcebed in[filet stalls,the following grab Oars shah be provided,33"- ANSI/1CC A117.1609.8-SIRUCNRAL STRENGRt A.Oipgp�gS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO A.Change$m level up to 1/4"may be Vertical mat without edge treatment A.Haidles,pulls,la[Nes,locks,and other operating devices shall have a shape that is easy 1'-0" 'V 1'-0" 36'above the flush floor: A.Grab tars and mounting comma shall meet the following requirements: THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. B.Changes In level between 1/4"and 112"shall be beveled with a slope no greater than 1:2. TO grasp with me hand and does not require tight grasping,tight pinching,Or twisting of 1.Side Wall hmlxamal:92'b 609.8 Allowable streets shall not be exhxe0ed for materials used where a verficel a length minimum,12•max from rear wal,extending 54• 1,FOR SIGNS HIGHER THAN 70'A.F.F.,CHARACTER SIZE SHALL BE 2"MINIMUM PLUS the west to operate. &, - rah,from rear wall herizmal face of 250 lbs.is applied at any point m the grabber,(,darer nounnng \ 1.Lever-operated mechansns,push-type medanisms,coat U-9wped haiWles are duke,a supporaxi straxure. r PER F00T OF VIEWING DISTANCE ABOVE 15 FEET. Nelco AFChitedurer Inc. '-' 2.Side wan verb IB'In length minlmum,both.of ben located 39-nWa/41•rtha, 1.THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER"T". -', 2 acceptable designs. P/✓uiG `P sr®1x fp 1.Shea stress ind ced by appitamm of 250 lb.shall be less Nan allowable shear I�Ir �I( ^/� 2.When Biding doss arc fully open,operating hardware shall be exposed and usable y above the flax,cemerxne?9"min/91"max fiOnn rear wall styes for marenal usetl.if connection between grab bar coat mounting brand s I5 r �- 3.eadt wall:36"in Iaa9N minimum,extend tend, tram cen[eNire aF water cbaat l2'Mn.m L LOWER CASE LETTERS ARE PERMITTED. from both sides. - eke tloseat ro the wed,24'ram.on transfer side. for the bi ed folly restrained,then direct and tad!the shear blesses shah be toraled 3.Hardware required for acsessibe floor passage shall be mounted between 39"anti for the rfarmcombined uecW styes,which shall not exceed the albwable rhea stresses. ANSI/ICC p eel ch0racle,3.5-RAISED CHARACTERS,3.3 and,&PICTOGRAMS 48"above imIdxd floor. C, 0 /.�I a ANSI/ICC A117.1604.6-FLUSH NNTROLS 2.Smear m t induced in a f tenet a mounting device from or mounm of 250 TO, A Raised cha2ders shall comply with seQbn 703.3 coat shall be duplicated in braille Deep £ 4. A.FKM controls doll be hand operated or automatic,and located m tat Open side of the hhall be Les than allowable lateral bad of alter the fastara or mountbg device a tie ovnplYm9 with Suction 703.4. 1200 Fifth Ave. ANSUICC At 17.1404.2.7.1-DOOR CLOSERS f u w F tf .M wirer door.Hand operated flush controls shall comply with Section 309. supporting wucture,whid:ever Is the smaller albwable load. B.Letter and numerals Nap be raised 1/32",upper cdo,sans serif and shall be Suite 1300 ANSUICC AT 17.1302.2-CARPEF A.Door losers dell be adjusted sO Nat form an open paidon of 90 degrees,the time '§ q q G 3.Tensile force induced im a fterver by a aired tendon fare of 2501b.pus the amornp ied by grade 2 Braille. A.o row provided on a floc Surfer,shall be aeabwy atadhed;have a firm,pad or backing, required to move the dos ro an open posttlon M 12 degrees shall be 5 seconds minimum. N u xW maxirrhurth coo pad;and have a levei loop,taloned loop,level art pile,Or level cut/uncut pile oo FlNI914x1tt FpaSaaAs ANSI/ICC A117.1609.7-DISPENSERS(REFERENCE DETAIL) m,mt from the apphoom of 250lb.Sall be Ins than the I.Used character height:r minlmuo to 3"plus t"per fact of wewing distance Seattle,WA 98101 texture.Maximum pile evel lop,shall be 1loo F albwable withdrawal load between the tube-and the pp-N structure, abovm 21 feet. Phone: (206)408-8600 Exposed edges of carpet shall be fastened ANSI/IOC A117.1404.2.7.2-SPRING HINGES - - A.T tat Pepe tlapmses dab oahply with Section 309.4 and 609.3.Where tla dsP,rhser Is 609.E Grab bars shall not mare within thNr flange. 2.Battle shall be contracted(grade 2);shall be located below bile coaesponding to floor Surfaces and have Nm a"the exposed edges. I � STPoSi IxoXld tarerae looted alcove the grab bar,the adlet of the dispenser shay he ocsred 24'm1n36'male teat. WW W.NELSONWORLDWIDE.COM A.Door spring hinges shell axadjusteddiitiso that from the open position of 70 degrees,the 1 I :.I,I �i I '�-I 1 l horn the rear wall.Wile the disperses located below the grab ben,tie outlet or the ANSI/ICC A117.1609.5-ELIMINATING HAZARDS 3.Rdmams she be accompanied by the equivalent verbal description placed door Stall move ro the dosed positim in 1.5 s[OnitlS minimum. I 1 ANSUICC f grab 302.3-GRATINGS fP r�r:ISTNLsw arrM KIDor :4 1 a, r>j Le6TNt Rotar,xt iodua E dapamer Shall be located 24'min-12^more hwm the rear wall,The outlet d the dHpenser A.Grab bars and adjacent wait Surfaces shall be time of sharp or abrasive surf s.Edges OvetttY below the pLtograrn. A.If gratings are to®tetl in walking surfaces or thong accessible routes,than AseY shall have ANSUICC A117.1404.2.8 and IBC with WA STATE AMENDMENTS-DOOR OPENING FORCE E �''a f s'WS aaic°'srto stall comply with Table 603.6. shall be rounded. 1.The border dlmendm Of the pktogram shall be 6"min.In height. 5Da2s no 9ma[er than 1/2"wide n as d rat on. A.The maximum force for pushing or pulling open doors shall be as follows: LJ I ncsxE LJ: vµ %-raw l.Dlspen_Nat mntml delivery a do not pemA mnfinuas paper Row dap not B.If gratings have elongated open) p Itpnlpmz sue vWn�see ems,then they Shall be laced 5m that the brg dlmehston 1.Fire tlmrs shall have the minlmum Opening force albwable by the approp„ate N aines 0w.xobmox-o' N Load' 54"MIN ANSUICC A117.1703.3.12-FINISH AND CONTRAST is perpentliaar ro the dominant direction of travel. adminidmnve autlwity. Beat ROOMenR�ha A.Characters and their background dell have a rhmglare finish.Characters shall cart 1.Other come 505 HANDRAILS ANSUICC At 17.1 6D4.9-WHEELCHAIR ACCESSIBLE COMPARTMENTS 39.41' with tlelr background,with tithe light characters on a dark background,a dark a.Exta„or him A.Wodc accessible compartments shall comply with Section 604.9.Totten 305 CLEAR FLOOR SPACE hinged,doom: .0111.mrdoor:iO.O lb.max. �xalw i�d talons,bled halatNly loaders on a light bakgraad. ampaNnents shall canDN with Section b04.9.2.1 a 604.9.2.2 es applicable.b.rotatorsllding do as:5.01b.maz. Mva,GtyMdgedrem atop atl brmn etrmlm 12"MAX 42'MIN 36"MIN ANSUICC At 17.1 305.2-SIZE AND APPROACH C. In[eria sliding a foid6g doors:5.01b.max. Blom a lainew eige S ANSUICC AT 17.1703.3.1'&703.3.11 MOUNTING LOCATION AND HEIGHT(REFERENCE DETAIL) A.Minimum dear floor space for a wheelchair and Occupant shall be 30"wide x 48"long. These forms do not apply to the farce required N retract latch bolts Or disengage Other Texaco 36'MN( 36"MAX 2" 24" A.Characters and their background shall have a nonglare finish.Characters shall contrast Clear flow space shall be centered m the element It serves. devices That may hold the floor In a deed position. Bwvtial es h gsteadea l? 29'MIN »W with tzar on a light b cig ei A.IIgM characters on a dark background,w dark Exception:Interim or exterior au[analk doors complying with Section 404.3 of ICC Hadalaebad Wbsbpea tian bdaex ry aprMk alga O daac[ers ona119M backgravd. AllJ.l. botlame#neOn Pam^ },, q B.Wthexe a tactile sign IS mooted next ro a door,lt shall be paced to the latch side of the in ?L b door wherever possible.Where a tactile sign Is placed adjacent a double floor,the sign 307 PROTRUDING OBLIECTS (REFERENCE DETAILS) Ball be To the right hand domr.If there is no wall space to the right,Signs shall be plied 406 CURB RAMPS (1)TREAD DEPTH I'-0 .a. an to wrest adjacent waif E lyton:Door mounted signs shall be comiAred on the ANSUICC AT 17.1307-GENERAL / push dtle on the doors with closers ad without hold open devices. A.Objects projecting from walls(fa example,mlepnm Their withTheirleads g edges between ANSUICC A117.14%-SLOPE(REFERENCE DETAIL) 1'-0" 3 C Rased characters shah W 48^minimum above the floor,msesaed to the baseline of the 2T-80"above the finished floor shall protrude no more tan 4"into walks,hails, A.Slopes of cab ramps shall comply with 406 'T' loweSt raised chararer and 60'maximum above tie floor,meaSured ro the baseline of coridas,pasageways,aahelea.Freestanding objects mounted on posts Or pylons may B.Mmimumd Sitle vial GrabBvbYhb Dud RevWaX Oax BarfaWa,Oaet apes of adjoining gutters,road surface Immediately adjacent m the snail amp, tlhe light raised daracrer. Overhang ll maximum from ear width °above the grouts d fleshed floor.TingProtruding or able route shall not exceed 1:20, l-6" D.Main location for Such signage Shall be so that a person may approach within 3"Of Objects shall no[reduce tlhe dear wltlth oFan accessible route Or rao,uvonrg Space. "MIN hgnage without encoumerkg preluding objects a tanding within the swing of a door. ANSI/IA. he 7.1 mil ant wkhWIDTH(REFERENCE s DETAIL) wrdrey al5&F Nynd.N a Para p A.The minlmum wkflh of a orb amp Shall be 36°,ealusive or Bared doles. IBC with WA STATE MOMENTS 1101.2.E-INTERNATIONAL SYMBOL If ACCESSIBILITY 1 12" 1 U4'ro 2' 42"MAX 42 MA% I "M A.Wtlere Me In[ematonal Symbol of AccesstblllH a required,k Sall be propaUoned 4'MAX. C R WI Y AMOUNT MSI/ICC ATD.1406.3-SIDES OF CURB RAMPS(REFERENCE DETAIL) 7Himoshowuy commpying with ANSUICC At 17.1 Rgure'03.6.3.1,All interior and exterior signs depleting LOBBY- Protrutlw rib Bar Pro Above nab Bar RBRSCd OsoerlYr 24'S11M BAA __ A.If a antis amp Is located where pedes[rlare mud walk aa0s the ramp a where It Is not Below Grab Bar Abere Grab Bar the NtematbnN Symbol of A[reslbllb/shall be white On a blue background. r protected by handral6 or guardrails,It shall have flared sides the maximum slope Of the flare shall be 1:10 Namail5edm 60$-URINALS 136"MTN. g - 602 DRINIONG FOUNTAINS ANSOCC A117.105-UFUNAL5 3"MAX. 11/2" g / Xdldnahg Slops Shad A Aaesshble urinals Shad comply with Section 605. f + yy Exad L10 ANSI/ICC A117.I 602.1-GENERAL $ v r b lstlun 48' f A.Ac ible drinking bunmins shall comply with Sections 602 and 307. ANSI/ICC A117.1605.2-HQGFR&DEPTH(REFERENCE DETAIL) CLIENT: Then The SbpeClhe Rued flats eke », g S i Sid�dhaY Not Bhoxi I:D ANSI/ICC At 17.1602.1-CLEAR BOOR SPACE A.tamale shall be do iOpe a wall hung with a tapered,elongated rim at 1T q MAX a • Y UH oa space complying w/Section 305,Positioned for a forward approach ro medmum above the flnfhMtl floor.Tlx:nor snap extend a minimum d 13)$'Tam the .a. A.Adearfl _i T L�I-TMENJ j(y\A the dunking fourhalry shall be provided.Knee&tce space complying with Section 306 wall. m Delall NOR shall be provided.The dear floor space shall be hennaed on the drinking fountain. ANSI/ICC A117.1-605.3-CLEAR FLOOR SPACE(REFERENCE DETAIL) s z & 1 EXCEPTIONS: A.A dear floor 30"wide 48' shall be provided In front of tnrel ro 1 1.Drinking fountains for sanding paws. space try deep minimum Provi CONIROLARFA •c 2 2.Drinki fountains allow forward approach. 308&309 REACH RANGES AND OPERABLE PARTS Rmroltdz Nix Sbpel n9 primarily for ddidran'sue. L This%am shall adjoin a Ovedap an accssibe route. 6083.1&deWas Grab BaNrSmaer 6OLLIRWWAGM1,110r5lpwa Shows Roa Ran l Sall Utla&mpnrersmdgashal cocoa Wdh 3.In exlAmplyinging building,existing drinking to make providi g a parallel approach Shad Has Maahk Wark9s 2.Urinal shields that do not extend beyond the front edge Of the urinal den may be SO height atio d between 3:5&1.1 ad ANSUICC A11].1 u308 de-HEIGHT(REFERENCE DETAIL) coat mntraeJg orlon 4.Wore vv/pe Section en,centered a th drinking fountain shall be pmnppro provided with 29"clearance toomen them. 610 SEATS a sbd d-vAdtlx b Yc4gN nw itah- A.Unobstrug[ed front approach-floor maid to IS"min.A.F.F.Controls lasted In an alcove 4.Where specifically pemll[ed by the edmirastrative authority,a paaNtl approach 3.Urinals installed in ak>sms deeper than 24"require a marouvenn9 sea or at 1:5&1:10.Ln ail numkrsshrl remad >29"deep mud have 36"dear floor width. 1:10 Max.cope shall be pemtllted that replace existing paalkl approach tlrnking fa,nwre. least 36"minimum wide cerRered on fixture. ANSUICC Al17.1610.2-SHOWER COMPARTMENT SEATS 113Y,upper trip sore soda simple as GAYTEWAY BUSINESS B.Urobstruced dtle approach-48"max.to 15"min.A.F.F.Controls looted In an alcove Sardad Orb gyro A. The helght of the dower compartment seat shall be 17"minimum and 19"maximum type andsatl re a�o'npanbl wit >15"deep mud have 60'dear floor WON. 36"Mln. ANSUICC A117.1602.3-OPERABLE PARTS ANSI/ICC A117.1605.4-FLUSH QTNTR015(REFERENCE DETAIL) shove the bathroom floor measured to the top of the seat. gads,2 Bra ilk,rssed charazassrel W at C.El &communication system rempti shall be mounted no ass tan 15"above PvsdNSISIOsS id A Operable parts shall comply with Secnm 3D9. fartds call ompy with ANSUICC A117.1309 OPERABLE PARTS B. Allowable drexes shall not be exceeded for materials used where a vertical or M Y 518''3"high INS Ur Par hSd PARK Me floor. vial Exexi l:Xl hwizonal force of 250 pounds is applied at any polo[in the sea4 fatexer mounting ® Wawi9 ddarceabme 21 feel. ANSI/ICC A117.I 602.9-SPOUfFOUrLET HEIGHT 48•Mw. iewreaabpPon ali,d„re. P.O.BOX 1727 ANSUICC All.1309-OPERABLE PARTS A.Wheelchair aceaible spout Outle s chall be 36Incos maz.all.Sanding person about I Intema6onal Symbol Operable pads Shall be operable with me hand and shall not require tight grasping,PlndahA, lao8m dTypbl outlets shall be 38 Inches min.&43 InUas max.aA. x y DOW BELLEVUE,WA 98009 or twisting of the writ.The forte required to activate operable parts shah be S.Olbs Pa roll tide xc 702 ALARMS maximum, ANSUICC A117.1602.5-SPOUT LOCATION 4f �' 1 of Attessibility A.Spout Sall be bated 15 Inches min.Irom the vetikl Support ail S Inches max.from 'L ANSUICC All].1 702.1-GENERAL EC7. ---- A.When ulred visual alarms Shall be Provided in each Of The Following Pa (112Mar.cope) the hoot edge of Ina drinking founreb,intlWkg bumpers. $ :» ` - um g ea area`'esa ugMaWw B»MAX CC PACKAGING OFFICETI b., 1:12 Max.hope Sbell Haw 0.fedahle Wadngs .� minimum:red roans ail any other general usag teas(e.g.,meeohg rooms), b a. radlmg color. ANSUICC AT 17.1602.6-WATER FLOW 14"MIN hallways,lobbies,and any other area for common use. parrodiw Oxb"ParaBtl bOuN tide:If SKpe hs 120 a lea A.Spout stall provide a flav of wear 4laes orb.in height.The angle of the water dream paail OVLI roamlrmivgcdorahyyre - - Accessible audible and Visible as I 1theing tins am notification appliances anon be bawled in 0ea1 krcgdrei flay spouts withutat b 3 een 3 in tie front -frodrinm the fountain hall in 3g degrees rasa. accOMmce WN NFPA 72. 'WJv •N and from spohrts between 3 indhea&5 Irdxes horn the front of the drinking faxNaln stall 606 LAVATORIES l gg tF ANSUICC AT 7.1405.10-DIACONAL CURB RAMPS be 15 degrees max.,measured horizontally relative ro the front ace Of tie&,lung NFPA 72-AUDIBLE ALARMS b xgr A.If dagonal cab ramps have returned curbs or other well-defined!edges,such edges doll Tamil ANSI/ICC A117.1 606.3&606.2-HEIGHT&CLEARANCES(REFERENCE DETAILS) A.If provitled,aWlble alums shall prnduce a sand[hat exceeds the prevailing equivaam Z Gayteway Business Park,Building C be parallel to the dhatlm of pedestrian flow.The boom of diagonal curb ramps Mall A.Loarories Shut be mounted with the rim or counter surface ro hgher than 34'above the sound level m the room or space by at least 15 disco a exceeds any maximum sound level _ s 1 19927 67th Ave NE,Arlington,WA l Lh b have 46"minlmum dear space Outside active traffic lanes Of the roadway.If diagonal curb 5" 5"M3 finished floor. with a duration Of 60 seconds by 5 dba,whldlerer Is louder. �� In g � �. arthps are prwlded at marked crossings,the 48"dear span Ball be within the mar kings. ----- --- a 1.lavatories shall exmd 1T'minimum from the wall. B.Soon levels for warm d9rea Shall rot exceed 120 dbe. Description: No: Datc: Natatorial am amps have Parts sides,they shall ales have at lead a 24"bug segment 2.Oeaance of 27"minimum Sall be provided from the finished fimr,W boltan of p n of straight curb located on each dde of the cub ramp and within the named crossing. l e apron. NFPA 72-VISUAL ALARMS Canwtlma Outles PERMIT SET 05/05/7071. x j q 3.Knee clearance of""high mir imum Mall extend 8"m it mbm under the edge of the A.Visual slam signal appliances shall be integrated into the building or facility,alarm system. FULL lFN(-R( MOP/BROOM STAINLESS STEEL SOLID HAT/COAT H001(ANSI/fa A117.1406.11-ISLANDS i------ n{ lavatory,30"wide minimum,are 19'deep minimum. If angle satlm aWlble alarms are provided then Srga chum vt ual alarm dgnals San Dea•Td^M. MIRROR HOLDER SHQF PUSTIC A Any raised islands In crossings shall be at through level with the street a wrb ramps at ,•`9, 9.Toe clearance of 9"minimum shall be provided for the full depth of tie be rovi�, both aides and a level area at least 48'long and 36^minimum wide between the orb Weary. Visual Alarm appllan es shall have the following features: 804 KITCHEN AND KITOIENETTFS BENCH ramps In the part Of the Island Intersected by the ormengs. \ 1.The lamp shall be a xenon strobe type or equivalent. Fawad Xopaxh ANSUICC A117.1606-DEPTH 2.The cola shall be dear or nominal white(i.e.unfiltered a dear filtered white light). ANSI/ICC A117,1804.5.6-REFRIGERATOR/FREEZER 403 ACCESSIBLE ROUTE-WALIQNG SURFACES A.Each sink shall be a maxmum of 6-12"deep. 3.The maximum pulse duration shall be tyro-tenths Of one second with a maximum Combinallon re rill-tors aril freezers shall have at lead 50%OTNe freezer compartment 410 PLATFORM LIFTS 603 TOILET ROOMS duty cycle of 40%.(The pulse duration Is defined as the time moral between most shelves,includingtie bottom of the freezer 54 indes(1370mm)maximum above the floor IBC 1104-LOCATION ANSI/ICC All].1410.1-GENERAL AN51/ICC A1D.1 fiO3.2.2-DOORS and final cycle of 10%of max signal) Wren the shelves are Inmited at the maximum heights possible in the compartment.A dear A.At let one accessible route within the site shall be provided from public transportation A.Platform llhe steal comply with Section 410 and/SME A18.1 listed In Section 105.2.6. A.Dmrs shall not swung Into the clear floor,exam a dearance,for any fixure. 'E 4.The flasbrohes tall be a minimum offF 75 candela. floor space,positlonedfora providd.arallal The approach tote space tlerficorckated Loa stops,accessible parking and accessible besanger loading mras,and public sleets or Madam falls shall not a attendant operated and shall Provide unassisted an"and exit ,B E 17'MIN \ S.The flash are shall be a minimum b 1 Hz and a maximum of 3 it remgere`r/freezer,shall be prowled.The terine of or the dear floor ceece shall be abut sidewalks to the accessible building entrance Served. flan the Hit, ANSI/ICC A117.1603.2-CLEARANCES 6.The does the,shall be placed 80'above the highest Boor level within the space 241ndhes(610 ram)maxmum from the ceMerine of the dedicated spare. A.The accessible flxtuma and contras nuke Shall be on an accessible route.An r or e"bel large ow the rims acalling,d siecu exceeding eeding ANSUICC Al 17.1403.5-CLEAR WIDTH ANSI/ICCA117.1410.2-OFTENTRY mobsou Led,Sum V g .Ine fimroomsandspaces extteding IOPevicess,without Obstructionsarmand e A.The minimum dear width shall be 32"at a point for a max.length of 14"and 36" kg spore Dace at wipe an doll be provided within an m,an t _ z @Y awve the flmshetl Boor,such as O-aped,In a devices yin place aromd Me A.Ufa with dears a gates shall comply lath Sechon 430.2.t.Ilhe with ramps dell comply what mom.The Car floor space at fixtues and controls,the a 61b1e ride,and the f B dmeter,spaced a madmwn 100'apart,In Ilea of suspendin a from the aaxfinuously,per Table below. i i pe g appliances lath Seom 910.2.2. bumlrg Spam may overlap,however;the onN timing space PrvJaded Sail not be looted b f` �--- caging. 902 DINING SURFACES a WORK SURFACES within a stall 19"MAX 7.In general,no pace In any roan a space shall be more tan 56 from the AN51/ICC A117.1902.2-CLEAR FLOOR SPACE ANSI/ICC All].1410.2.1-DOOR$AND GATES signal(measured In a horizontal pane). 55GMEM 3[cnSM A.Doors ail gates slaN be lose ermirgy power operated doss or gates compMng With ANSI/IOC AT 17.1603.3&606-LAVATORIES AND MIRRORS 8.MIN[ 'MAX 48^MIN 8.No place In comma corridors m hallways shall be room Nan 50 from the signs. A.A dear floor spore complying Win Section 305,positioned for forward approach,shelf to km Section 404.3.Doors shall remain open for 20 seconds minimum.End door dear mankng A.If lavatories and moors are provided,then at let are of each shall comply with provided.Krhee and to,durance canplying with Section 306 shall be provitled. width dial be 321rdhes minimum.Sate tlWr dear opening width Shell be 42 Inches 603.3&606.Accessible avaloras and minas"I not be looted within teat stalls17'MIN r®b wan:x' 36' minimum. unless other accessible Lavatories and mars are Provided In the abet roan. 703 SIGNAGE ANSUICC A117.1902.4-HEIGHT A.The fops Of a ead'o cables and counters shall be 28^minimum,and 34"maximum, UU two lendings maxmum and having doors a gates m apposite skies shall be ANSI/ICC All7.t fiO3.3-MIRRORS(REFERENCE DETAIL) - WHERE APPICABLE above the finished floor. IBC with WA STATE AMENDMENTS 1101.2.1-CLEAR WIDTH permitted To have have self dm man oors or gates. A.Mi ual dnors shall be mounted with the bottom edge of to refleWng surface 40' A,Signs which designate per anent rooms and spaces shall tangly with the A.Clear width Of an acoessible route sell comply with Table above.Fa exterior routes of maximum A.F.F.Mlrtas not located above Iwataes,sinks or counters stall to I repulrcnhenre listed below for: travel,the minimum der width shall be 44". ANSI/ICC At 17.1410.2.2-RAMPS mounted with the bottom edge of the reflecting Surface 35"maximum above the floor. `', 1.Raised and Bailie rnaacters,and Pbrograms A.End shall be 32 inches munnum In width.Side ram shall be 42 lndoe minimum ', �„ T„ 2.Rnidh and Contrast 903 BENCHES amps ps "g ANSUICC A117.1903.5.2-PASSING SPACE In width. ANSI/IOC A117.1 603.E-OPERABLE PARTS li so Excepen:Employee name signs are not required to comphy. A.If an aaasible routs Is less than 60"In width,then passing Spaces of at lead SONTI" A.Operable pads an towel di r7e with lay spansers and hand ds shall comply Table be . v ANSUICC A117.1903.2-CLEAR FLOOR SPACE shall be provided at 200'rtax.spacing. ANSUICC At 17.1410.3-FLOOR SURFACES b WHERE APPLFCABLE A.a clear floor space complying with Section 305,poshioned for Parallel approach to the SEAL: B.The minimum dear width for[cod wheelchairs fo pass is 6W A Floor Suite-Of platform INS shall comply with Section 302 Madmum os^ z Y z � � b � m b A.Signs watch provide dlrectlon to,a Infomatlan about,functional Spies Of to building bemh seat sell be provided. ANSI/ICC A117.130].2 ANSUICC A117.1910.4-PLATFORM TO RUNWAY CLEARANCE m awown EP Sall comply with to requirements listed below for: s z1 1.Oarader PropoNon ANGUICCA117.I903.3-SIZE A.Accessible routes shall have 80"min.dear head room. A.The dearence between the plait sill and the edge of any runway landing shall be 1 1/4 gg HAM 4a. %^ 4' 40' Js• N' N 2.Character HNght A.Bashes Sall have seats qz'minimum In length and 20"mlNmum and 24"maximum in Inch maximum nmom 3.Finish and Contrast depth. ANSI/ICC At 17.1403.3-SLOPE Exception:Building dlrectol menus,and all other signs which are temporary are not 20114521 REGISTERED A.Running slope shall rat exceed 1:20, ANSUICC A117.1410.5-CLEAR FLOOR SPACE WALL MOUNTED LAVATORY MOUNTED IN required to-ply. ANSI/ICC AT 17.1903.4-BACK SUPPORF &Cross slope sell not exceed 1:48 A.Our floor ep o,of platform lifts shall ram 604 WATER CLOSETS&TOILET COMPARTMENTS LAVATORY COUNTER A.The bench shall pro6ce for bade Support or Sall be fixed ro a wall.Back Support shall be ply with Sectlm 305. ARCHITECT ANSUICC AT 17.1410.6-OPERABLE PAR IS ANSI/ICC At 17.1604.3-CLEARANCES WHERE APPLICABLE(REFERENCE DETAIL) 42'minlmum in length and Shall extend from a point 2"maxmum have the Seat Surface ro A.Cmtrols for Platform lifts shall comply with Section 309. A Clear floor space for water dome not b daps shall be provided as follows: ANSUICC A317.1606.6-EXPOSED PIPES AND SURFACES A.Element and spaces of accealble facilities which shall be Identified by the International a Pam 18"above me seat Surface. Oesmnce around a water closet stall W 60'minimum In width,measured perpendicular Symbol of Aamsslbliky are: 404 DOORS A.Hot/cold wabrr and tlwn pipes urea lavatores shall be inSulateat a OUarwise JULIA SEEN from the Stlewall.Clearance arOund the water closet sell be 56"minimum Si depth, 1.Parking spaces enjor load as reserved for persore with dleabilitles. ANSUICC At17.1404.2.1-DOUBLE-LEAF DOORWAYS configured ro Ansel a,or monad' 2.Aaeesible pasenger loedl ATE OF WASHINGT 502/503 PARKING AND PASSENGER LOADING ZONES measured p Swings are dl (ram the rear wait.(Reference cerai0 B.These shah be ro dory a sill dve Surfaces under Lavatories. ro Zall a A.Doorways with tvro Intlepantlmtly operated leaves shall have at lead ors alive leaf tlat B.No door swing9 are allowed in dear floes area. 3.Accesdble entrances vfim rot NI are accessible(inaccessible entrances Sall have 9O5 STORAGE meets the requlmmeds in 404.2.2 and 104.2.3 ANSIACC At 17.1502-PARKING SPACES ANSI directional sign a ro indicere rate to mare t accuable mlarxe). At/IA.Control6W.q-operable ANSI/IA ear floor -CLEAR FLOOR SPACE A.A32"mInI car parting spaces shall be%"minimum In width.Van parking spaces shall be 56°MIN.(WALL MOUNTED W.C.) A.Controls shall be apeabe with one fond and slat rot regale,tight ga-�rng,pkxdhing,a 4'Ac able bDlk[eat bathing facilities when n0[all are accessible. A dear floor space mnhplymg with Section 305 6hall be prWided. ANSUICC Al Doorway Me I-CLEAR WIDTH 132"minlmum b width. 59"M3N.(F1.00R MOUNTED W.C) twsdin of the wnd. A.Doorways dlall provide a dear d between of the minimum,with the dour Open 9D°. ft MON:Van ro ANSI/ICC A117.1 The u&29-CHARACTER HEIGHT(REFERENCEDETAIL) ANSI/ICC A117.1905.3-HEIGHT CT'STAMP. t.Clear Opemrg shall be measured between the face or The door and oppasire Sop. pu tie Pace''Shall b n i n iddr.fo be 96"minimum In width where B.The force required to type,a controls shall yc no greater than 5 b. Heigh:The uDPeose leder'I"shad be used to determine the allowable height of all 2.Openings more tan 24"In depth shall be a dear ado" aces side Is%'minim In In width. C.LelaLope designs, push-type,and electronically orhtrdled medhenlsrs are,"corals of Acce�IMe swage Nenhaha shall cpnply with at Iwd one Of the ready ranges spedfled M p prow apaning of 36"minimum. g.Parking saes aide shad be 60"wide.Van acoesible access isles shall be 96"wide. 42'M2N. 12"MAX �ypty�� dharac[ers of a font and Ball be a minimum of i"and 2'maxmum. Section 308. ANSI/ICCC Surface slope Sal not exceed 1:48 In all elreons D.If xlf-chmi g vales are used the facet shelf remain open for 10 seosrd m s nknun. All].1404.2.3-MANEUVERING CLEARANCES AT DOORS o (Note:ro built up curb ramp may be located In an a¢eslble pabrg access aide.) EXCEPTION;Where separate tactile and visual charades with the Same informa[lon are ANSUICC A117.1905.4-OPERABLE PARTS Provide level(1:98 max.e-60and lea width &18"rug area at doors a ollowc: provided,to eight of the tedXle upper orm laser T"shall be pam that ro be}'minimum. Operable parts of Storage facilities shall comply with Section 309. A.From approach Pus slate-60"min.width&I0"min.beside strike edge AN51/ICC A117.1 502.7-SICNAGE(REFERENCE DETAIL) 6"MAX. 609 GRAB�� From approach Push dde-%"min width&0"beside strike edge A.Each a¢essble parking spare mud have Individual veNcelly mounted Or Suspended sign. J ry ANSI(ICC A117.1609.3.2-SIZE AND SPACING AN57/ICC A117.1703.2.5-CHARACTER WIDTH (12'6hsNke If door has both adorer and Required van accesible spaces must be designated. A.Diameter or width of gripping Surface shall be 1-1/4"to 2",Or the shape,"I provide an A.Width:The uppercase letter"0"shall be used a determine the allowable width of all B.HO to dtle approach pull side-60"min.width;36"min.beside strike edge or-54"min. B.Characters and symbols on such signs shall be located 60'minimum above the ground. "rYh 8 equvalent gripping ssrtace, characters of a for[,and sell be 55%min.and 110%max.Of the height of the AUTOMATIC TELLER MACHINES width;42"min.beside strike edge \ x?� l I D '$ 1.The space between grab bars and adjacem v ails shall be I-1/2' uppeamse'I"of the ford. Hinge dde approach plNa aide-47 min.width&22'min.bulde hinge edge gN51/iCC A117.1503.5-VERTICAL CLEARANCE \F 1 v ANSUICC A117.1305-CLEAR FLOOR SPACE (48^min.width IF tics has both a loser and a Iatd) A.Provide minknam vertical clearance of 114"at ao AMe passenger loading zones and a I I Q j E _ A.Floor Paea shall comply with Section 305 to allow a forward,parallel approach a both. C.latch side approach pull side 48•min.width and 24"min.beside strike edge l L_ r ^' along a pull-up spare 6 N• - xTUNET PAATRION T(IEOFARAN� - ..�. -,i ANSI/ICC Al17.1308-HEIGHT eI at walks access route from ere mo-aroes arm exex --- I ---- (SPmin.width if door fas a dorm) ------- A.Operable pares shall be Placed!within one a mare M the retch urges Specified In Section Latch side approach push dtle-42 ran.width and 24'mil.beside strike edge AN5]/ICC Al17.1503 PASSENGER LOADING 2DNE Dail n i Oper308,abmma„cod eadaer in the hthin ACCESSIBILITY DETAILS (48"min width f door has a closer) A.Passenger loading raw Shall provide an act aide at let 60 wade and 20 N hang adjacent and parallel ro the vehicleIf Here are curbs between the aS a 11I a -=- ANSOCC A117.1409.2.4 THRESHOLDS AT DOORWAYS aide ail the vehicle pull up space,then a curb ramp canpirrg with 4.7 shall be ANSUICC A117.1604.4-HEIGHT(REFERENCE DETAIL) A.Mnlmum threshold height:1/2'.Ra retl threstwids and flow level charges doll be Provided.Vehicle dandirg spaces and access aides shall be level with Surface drapes not A. The helgM N the tap M the tdlN bed dab be 17"-19"above floor. JJJ beveled with a hope ei greats tlan 1:2 exceeding 1.48 n all directions. 1.Sena shall not to Prft a teem a a f betl position. rZ THIS SHEET IS PROVIDED FOR-11 CONVENIENCE.IT CONTAINS SELECTIONS FROM ph 1.No:21.0001410.000 Reviewed By: IS THE CURRENT ENTS AND AN REFERENCED STANDARDS INTENDED CHAPTER 11 WITH WA IBC with WA STATE AMENDMENTS 1101.2.5-FLUSH CONTROLS STATE AMENDMENTS AND ANSUICC Al 17.1),BUT IS NOT INTENDED TO BE A COMPLETE A.Hand operated flush controls shall damply with Section 309,except the \ R-TORET SEAT R-PAPER TOWEL S-E ECTRIC HAND OR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITY STANDARDS. mnimum height above the poor shelf be 44•. R-PAPER TOWEL R-SANITARY NAPION RTE AVER DISPENSER Df5PEN5ER/WASTE DRYER DISPENSER DISPENSER RECEPTACLE RECEPTACLE AN-3 ANSIACC A317 1 604 7-DISPENSERS-REFERENCE DETAIL THE OUTLET OF THE DISPENSER SHALL COMPLY WITH TABLE 603.6 ENERGY CODE COMPLIANCE GENERAL NOTES N E LSOK 1. PROJECT SMALL COMPLY WITH 2O18 WASHINGTON STATE ENERGY CODE INCLUDING BUT C. C402.4.1.2.3 BUILDING TEST.THE COMPLETED BUILDING SHALL BE TESTED AND THE 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES NOT LIMITED TO THE FOLLOWING PROVISIONS: AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE Nelco Architecture,Inc. A. 0402.1.4 SEMI-HEATED SPACES:ALL SPACES SHALL COMPLY WITH THE REQUIREMENTS A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE 2 AT 75 PA)IN ACCORDANCE CODE.MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1-308 IN SECTION C402 UNLESS THEY MEET THE DEFINITION FOR SEMI-HEATED SPACES. WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.A (48'MAX).CABINET SMALL PROTRUDE NO MORE THAN 4"INTO WALKS, FOR SEMI-HEATED SPACES,THE BUILDING ENVELOPE SHALL COMPLY WITH THE SAME REPORT THAT INCLUDES THE TESTED SURFACE AREA,FLOOR AREA,AIR BY VOLUME, CORRIDORS,PASSAGEWAYS,OR AISLES.LOCATE CABINET(S)75-FOOT REQUIREMENTS AS THAT FOR CONDITIONED SPACES IN SECTION C402;HOWEVER, STORIES ABOVE GRADE,AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER,(1)2A FOR SEMI-HEATED SPACES HEATED BY OTHER THAN ELECTRIC RESISTANCE HEATING OWNER AND THE CODE OFFICIAL.IF THE TESTED RATE EXCEEDS THAT DEFINED HERE, EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF.LOCATIONS TO EQUIPMENT,WALL INSULATION IS NOT REQUIRED FOR THOSE WALLS THAT SEPARATE A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. 1200 Fifth Ave. SEMI-HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE MEETS ALL NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE.AN ADDITIONAL REPORT 2. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXLSFING COLUMNS, Suite 1300 THE REQUIREMENTS OF SEMI-HEATED SPACE. IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE PIER,JOISTS OR WINDOW MULLION,AS SHOWN. Seattle,WA 98101 SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER Phone: (206)408-8500 B. C402.4.1 AIR BARRIERS.A CONTINUOUS AIR BARRIER SHALL BE PROVIDED REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED. EGRESS CODE SUMMARY WWW.NELSONWORLDWIDE.COM THROUGHOUT THE BUILDING THERMAL ENVELOPE.ASSEMBLIES LISTED IN ITEMS 1 AND 2 SHALL BE DEEMED TO COMPLY PROVIDED JOINTS ARE SEALED. D. C402.4.2 AIR BARRIER PENETRATIONS.PENETRATIONS OF THE AIR BARRIER AND A. MAX.TRAVEL DISTANCE B OCCUPANCY:309(TABLE 1017.2) 1. CONCRETE MASONRY WALLS COATED WITH ONE APPLICATION EITHER OF BLOCK PATHS OF AIR LEAKAGE SHALL BE CAULKED,GASKETED OR OTHERWISE SEALED IN A TRAVEL DISTANCE B OCCUPANCY:200'(WITHOUT SPRINKLERS)(TABLE 1017.2) FILLER AND TWO APPLICATIONS OF A PAINT OR SEALER COATING; MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION.JOINTS MAX,TRAVEL DISTANCE S-1 OCCUPANCY:400'(TABLE 1017.2.2) 2. A PORTLAND CEMENT/SAND PARGE,STUCCO OR PLASTER MINIMUM 1/2 INCH(12 AND SEALS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MAX.TRAVEL DISTANCE S-1 OCCUPANCY:200'(WITHOUT SPRINKLERS) MM)IN THICKNESS. MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SHALL BE (TABLE 1017.2) APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED.THE 30INTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH MAX.COMMON PATH OF EGRESS TRAVEL:100' ABLE 1006.2.1) SO AS NOT TO DISLODGE,LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST B. MAX.COMMON PATH OF EGRESS TRAVEL:75''(T(TA,WITHOUT SPRINKLERS) POSITIVE AND NEGATIVE PRESSURE FROM WIND,s-rACK EFFECT AND MECHANICAL (TABLE 1006.2.1) VENTILATION. OCCUPANCY LOAD: 1 2 3 4 5 6 7 g 9 (SEC 1004.1 TABLE 1004.1.2) _ ASSEMBLY(CONF,BREAK,LOBBY)-B(NEW) 344 SQ FT/15=23 _ OFFICE-B(NEW) 1,656 SQ FT/150=12 ELI WAREHOUSE-F1(EXISTING) 29,621 SQ FT/500=60 TOTAL =95 EXIT REQUIREMENTS: (SEC.10M TABLE 1006.2.1&1006.3.1) FIR 2 EX I 1 OFFICE NUMBER REQ'D NUMBER PROVIDED 1 WAREHOUSE 2 3 I gE LEGEND r I — EXISTING PARTITION TO REMAIN ' i 1 o NEW PARTITION --- — — — v 1 ®APV TTA INTERNALLY ILLUMINATED EXIT SIGNAGE W/BATTERY Al 'fir BACKUP PER BC SECTION 1013,CONFIRM OPERATION OF EXISTING.ADD NEW WHERE NOT EXISTING.ARROW= DIRECf10N INDICATOR,IF REQUIRED.PROVIDE TACTILE GAYTEWAY BUSINESS FIRf� i 1 EXIT SIGN ADJACENT TO EACH EXIT DISCHARGE DOOR 1 COMPLYING WITH ICC A117.1,AS SUMMARIZED ON PARK z I 6TYP. 703/AN-3.ADD NEW WHERE NOT EXISTING. P.O.BOX 1727 aI ... ..._ _-.. .... o NOTE:EXIT SIGN PLACEMENT SHALL BE SUCH IS THAT NO 5 15 I' 1 J I POINT IN AN EXIT ACCESS CORRIDOR MORE THAN BELLEVUE,WA98009 - 100'OR THE LISTED VIEWING DI57ANCE FOR THE rao�er, 4 4 4 SIGN WHICHEVER IS LESS. CC PACKAGING OFFICE TI * O 1 FI EXISTING FIRE DEPARTMENT ACCESS DOOR PROVIDED AT FIR INTERVALS LESS THAN 100'SPACING AROUND PERIMETER OF BUILDING Gayteway Business Park,Building C 1 I 9 DIRECTION OF TRAVEL 19927 67th Ave NE,Arlington,WA m I PATH OF EGRESS t 2 � •`�START POINT No:5� 05/05/2021 TYR ` COMMON PATH OF TRAVEL TERMINATION POINT ♦—i - _ — — ---0 KEYNOTES Q 3 1 I 1. EXISTING ACCESSIBLE ENTRANCE. 2. NEW TENANT DEMISING S G WALL WITH FIRE TAPE FINISH. TRAVEL DISTANCE:111'43" m I 3. EXISTING COLUMN,TYP. 1O I 4. EXISTING DOCK-HIGH OVERHEAD DOOR,TYP. mI a i I S. APPROXIMATE LOCATION OF EXISTING SANITARY SEWER LINE A2.1 ■ W I _.... -_ — o _ — 6. EXISTING EXTERIOR STAIR,TYP >I 7. EXISTING FIRE RISER/ELECTRICAL ROOM — Lj B. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS. I9. EXISTING ACCESS AISLE AND ACCESSIBLE PARKING STALLS I I r—————E 10. EXISTING PARKING STALLS,TYP Seal. I ® I TRAVEL DISTANCE:66'-6" I I 11. EXISTING ACCESSIBLE ROUTE:RAMP WITH MAX SLOPE OF 1:20,MAX CROSS r L I p( SLOPE OF 1:48;MIN 36'WIDE 12. EXISTING CONCRETE SIDEWALK REGISTERED ARCHITECT 13, EXISTING LANDSCAPING,TYP.REPLACE ANY DAMAGED LANDSCAPE DURING , CONSTRUCTION. .N JULIA SEEN ® gg, $g gg� ATE 14, EXISTING CONDITIONED OFFICE SPACE. OF WASHINGT ® 1 ® tT � ® 6A l7 O9 O VAN 15. NEW CONDITIONED SPACE(BUILDING ENVELOPE. O 16. NEW SEMI-HEATED WAREHOUSE SPACE.UNIT HEATERS PROVIDING FREEZE CITYSTAMP. PROTECTION ONLY;MODIFY EXISTING GAS FIRED HEATING UNIT(S)TO COMPLY WITH 2O18 WSEC:MAXIMUM 8 BTU'S PER SF. � 17. RACKING STORAGE UNDER SEPARATE PERMIT APPLICATION(FOR REFERENCE ONLY) ® a D ® ARCHITECTURAL " — — — — SITE/EGRESS a WAREHOUSE PLAN Proj.No:21.0001410.000 Reviewed 0y: JS 1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A0.1 1"=20' A0.1 �II2 NELSON ,, GENERAL NOTES RII 3i1 `� 3n 3" 3n .3/1 �Ir �„ zll �� m A;hJ - 1. ALL NEW PARTITIONS TO BE WALL TYPE IB LION,SEE SHEET A8,1 FOR WALL 3�y ✓/� 3 M n A n 'It (ll (rl II l 11t. f 1/y t/Y '/� '1 r (rr Cu IO 2. FITYPNISHES PER ROOM FINISH SCHEDULE SHEET A6.1,TYPICAL UON. NEICO Architecture,INC. Pr 1 N �y �i. 3. FOR ACCESSIBILif1'COMPLIANCE REFER TO SHEET AN-3. -31y �N J 3 ,R 3(1 r 3,M 3�7 3(R 3/d j�d 3/4 j/f 3�ry 3( j j I I! I w 4, CONFLICTS BETWEEN SL E CONDITIONS AND DRAWINGS SHALL BE BROUGHT / 4 4 _ h. TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. S. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TRUE AND IN PROPER ALIGNMENT,U.N.O. 6. ALL DIMENSIONS ARE TO FACE OF FRAMING,U.N.O.DIMENSIONS NOTED 1200 Fifth Ave. IZ 7. "HOLD"MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THAN Suite 1300 [3/4 �L I� �� / �L I/L Zlv t 1/8"WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT."ALIGN"MEANS Bode,WA 08)408-8501 TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.DIMENSIONS (/L �YL an Z n NOTED"CLEAR"ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED �,TIH�' I,Av LAJ S;NK_. S;"oIG WITHOUT EXCEPTION.DIMENSIONS MARKED t MEAN A VARIANCE NOT GREATER THAN 1 INCH,VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH Y ��qL Inv LAv Zp THE ARCHITECT ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL,U.N.O. DQ F 2 7. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED,PREPARE M a(L �pJ CPJ k,AJ LAJ G r (qV Aq.r LAJ wL WG .- Il__-_ CrO FLOORS AND WALLS TO RECEIVE NEW FlNLSH.CONCRETE SLAB TO RECEIVE S} (,J4 (,J S 3 r _ --- Ir NEW SEAL WHERE SAW-CUT AND PATCHED.PATCH AND PAINT ALL OFFICE laL vJG hd IaL WALLS.TYPICAL THROUGHOUT. D 3 3 - y, B. ALL EXISTING FLOORS,PARTITIONS,DEMISING WALLS,AND CORRIDOR WALLS M Q Fp TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT p S 5 a� T r' _ I T is: SURFACES. �� r U '-[)-IZq _.-. 2�4 H r" !'I><�✓�'u 9. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING N �/ SLABS,WALLS AND SHAFTS,SEAL ABANDONED PENETRATIONS AT FLOORS, FP 37J"S WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED WIN-+ STRUCTURAL STEEL. ��- 10. ALL INFILL OF DOORS/WALLS/OPENINGS SHALL MATCH AND BE FLUSH WITH 1 2 EXISTING ADJACENT PARTITION CONSTRUCTION.FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. \ 11. WHERE NEW PARTITIONS ABLT EXISTING SURFACES,REMOVE EXISTING �paW CORNER BEAD AND PROVIDE R 12. PROVIDE FURRING AT EX SMOOTH PARTITIONS A REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. I 13. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH,U.N.O.-REFER TO MATERIAL SCHEDULE&FINISH PLAN FOR MATERIALS&LOCATIONS THAT REQUIRE A LEVEL 5 FINISH,U.N.O. 14. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING ROUGH-IN(E.G.BATHROOMS,PANTRY,JANITOR'S CLOSET,WET COLUMNS) CLIENT. SHALL BE WATER-RESISTANT. 15. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAUGE (MINIMUM)@ 16"O.C.(MAXIMUM).REFER TO THE FINISH PLANS FOR TILE LOCATIONS. 16. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM.17. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS ' OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS.THERE SHALL BE NO EXPOSED PIPE, WAREHOUSE CONDUIT,DUCTS,VENTS,ETC. ALL SUCH LINES SHALL BE CONCEALED OR C�� V BUSINESS C FURRED AND FINISHED,UNLESS OTHERWISE NOTED AS EXPOSED �j'A�LY VA 1 UL151N L55 CONSTRUCTION ON THE DRAWING. 18. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS PARK ARE TO BE(4)INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. P.O.BOX 1727 9'-T 94' 16'4' S�' 7-10' 7-1' 8'-Y 19. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, BELLEVUE,WA 98009 PIER,JOISTS OR WINDOW MULLION,AS SHOWN. 2 20. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND PROJECT $ 1. 7 A5.1 CEILING MOUNTED ITEMS,INCLUDING HARDWARE,LIGHT FIXTURES,GRAB CC PACKAGING OFFICE lI BARS,CASEWORK,AND ALL OWNER PROVIDED ITEMS.PROVIDE SHEET METAL REINFORCING(8"HORIZONTALLY MOUNTED STRIP OF 20 GA.GALVANIZED SHEET METAL)CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS.ALL CONCEALED LUMBER AND I 105 3 3 rfl O I ARE REQUIRED AT EXISTING PARTITIONS,THEY� AND TO BE PATCHED N D REPAIRED. GByteway Business Park,Building C u 21. REUSE EXISTING DOORS,DOOR FRAMES AND DOOR HARDWARE IN NEW 19927 67th Ave NE,Arlington,WA 5 $ *°" - I CONFIGURATION WHENEVER POSSIBLE,NEW DOORS AND DOOR FRAMES TO pescHpOon: No: D9p.; MATCH EXISTING. WOMENS MEWS I PERMIT SET 05/05/2021 OFFICE OFFICE BREAKROOM 6 HALLWAY' RES105 m RES107 (�; RESTROOM 101 102 103 A$.1 11 I 104 4 r--� 1os O l07 U � 0 toe I LEGEND a O 8 I EXISTING PARTITION TO REMAIN 4 15 U I o NEW PARTITION 3 I I jRESTR6WM 0 5 l� I\ 3 �,i KEY NOTES Q 1 4 O O 106 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR TO REMAIN 12 9 2. EXISTING STOREFRONT SYSTEM/WINDOWS TO REMAIN 1 AS.1 3. NEW PLASTIC LAMINATE COUNTERTOP,BASE&UPPER CABINETS WITH SINGLE I- COMPARTMENT,TOP MOUNT SINK.FURNISH AND INSTALL SINGLE BOWL, STAINLESS STEEL,ADA COMPLIANT SINK BY ELKAY,LRAD2219-55(5-1/2"D). FAUCET BY ELKAY,LK4160(SINGLE LEVER FAUCET). OPEN O 4, PROVIDE WATER SUPPLY LINE FOR NEW(FOIO)PLUMBED HOT/COLD WATER OFFICE DISPENSER,1/4"COPPER TUBES BELOW COUNTER. CONFERENCE 2 100 CON109 5. PROVIDE WATER SUPPLY LINE TO(FOIO)REFRIGERATORS,1/4"COPPER TUBES ,, '._..._.-. BELOW COUNTER. 8 I 6. PROVIDE WATER SUPPLY LINE TO(FOIO)COFFEE MAKER,1/4"COPPER TUBES o __j BELOW COUNTER. 1141 REGISTERED 7. NEW ACCESSIBLE(HI/LO)DRINKING FOUNTAIN AND CANE DETECTABLE ARCHITECT APRON/GUARD.4'X(4'OR FULL WIDTH)FRP OR PLASTIC LAMINATE 2 2 SURROUND,TO MATCH ADJACENT TOILET ROOM WAINSCOT,OVER WATER OF CE _ O 2 2 O RESISTANT GWB,CENTERED BEHIND FOUNTAIN. JULIA S EN S //--�� ATE OF WASHINGT c , 8. MINIM p VOLT 3 PHASE ELECTRICAL SERVICE.PROVIDE AND MAINTAIN CONCRETE v MINIMUM CLEAR FLOOR SPACE IN FRONT OF.SEE DETAIL IL NEW CONCRETE FILLED PIPE BOLLARDS,PER SPECIFICATIONS.SEE DETAIL 18JA8.1,TYP.SET 42'CLEAR OF EQUIPMENT/PANEL(S). NEW CITY STAMP: OP BASIN 2 2 9. AND FLOOR DRAiRN.O RPP OR PLASTIC MPLASTIC LAMINATE SURROUND,TO MA HOT/OOLD WATER TCH FAUCET .. TOILET ROOM WAINSCOT,OVER WATER RESISTANT GWB,48"H,EXTENDING 12"MIN BEYOND FACE OF BASIN. 17 O 10. NEW ELECTRIC WATER HEATER,FEE STANDING IN SHEET METAL DRIP PAN IB.2 W/R30 INSULATION UNDER UNIT.GC TO PROVIDE SEISMIC RESTRAINT STRAP(S),ATTACHED TO STRUCTURE. 1 FLOOR PLAN o 2- a' B' FLOOR PLAN mmmmmml SCALE:1/4"=1'-0" Pro].No:21.0001410.000 Reviewed BY: IS A2.. 1 DESIGN BUILD NOTES KEY NOTES Q GENERAL NOTES NELSON PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN-BUILD.NEW LIGHTING SHALL MEET C405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT-SENSING 1. CEILING GRID START POINT. I. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING THE FOLLOWING MINIMUM REQUIREMENTS: ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY.THE 2. LIGHT CENTERED IN ROOM,BOTH DIRECTIONS. HEIGHTS,LIGHT FIXTURES,SWITCH LOCATIONS,AND ASSOCIATED ITEMS. A.IBC 1008.1-ILLUMINATION REQUIREMENT BREAK ROOMS,PRIVATE OFFICES,RESTROOMS,WAREHOUSE SPACES,STORAGE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE REFER TO ENGINEERING DRAWINGS FOR CIRCUITING,WIRING LAYOUT,AND Nelco Architecture,Inc. 1.THE MEANS OF EGRESS,INCLUDING THE EXITDISCHARGE,SHALL BE ROOMS AND JANITORIAL CLOSETS,AND OTHER SPACES 30D SQUARE FEET(28 INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 ADDITIONAL INFORMATION.ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE M2)OR LESS ENCLOSED BY FLOOR-TO-CEILING HEIGHT PARTITIONS.THESE PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP DRAWINGS,OR IN CONFLICT WITH MEP/FP DRAWINGS,ARE TO BE MEANS OF EGRESS IS OCCUPIED. AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN IS NO GREATER THAN 35 PERCENT OF DESIGN POWER,AND THE SYSTEM IS CAPABLE COORDINATED Wm I ARCHITECT PRIOR TO INSTALLATION.IN THE EVENT OF B.IBC 1008.2.1-ILLUMINATION LEVEL OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE,AND OF AUTOMATICALLY TURNING THE SYSTEM OFF. DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY THE ENGINEERS'PLANS,IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING 1200 Fifth Ave. FOOT-CANDLE(11 LLO)AT THE FLOOR LEVEL. TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. C408.2.3 FUNCTIONAL TESTING.TESTING SHALL ENSURE THAT CONTROL HARDWARE AND BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. Suite 1300 C.IBC 1008.3-ILLUMINATION EMERGENCY POWER SOFTWARE ARE CALIBRATED,ADJUSTED,PROGRAMMED AND IN PROPER WORKING 2. FOLLOWING COMPLLTION OF THE ACOUSTICAL CEILING INSTALLATION,ALL Seattle,WA 98101 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL C405.2.4 DAYLIGHT ZONE CONTROL DAYLIGHT ZONES SHALL BE DESIGNED SUCH CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S 301NTS AND GRID SHALL BE STRAIGHT,TRUE TO LINE,WITH EXPOSED Phom: (206)408-8500 NORMALLY BE PROVIDED BY THE PREMISES ELECTRIC SUPPLY. THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF INSTALLATION INSTRUCTIONS. SURFACES FLUSH AND LEVEL.DIRTY OR DISCOLORED SURFACES OF TILE ARE 1.1 LOCATIONS INCLUDE:DEDICATED EGRESS ROUTES IN LARGER ROOMS GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: TO BE CLEANED OR REPLACED,AND LEFT FREE OF DEFECTS.AFTER 30 DAYS WWW.NELSONWORLDWIDE.COM OR SPACES,PUBLIC OR COMMON EGRESS ELEMENTS,ESSENTIAL SECTION C405.2.2.3.2.EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED A.NEW MECHANICAL ELEMENTS,INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, FROM SUBSTANTIAL COMPLETION,INSPECT THE WORK AND ADJUST TILE NOT PORTIONS OF THE INTERIOR EGRESS SYSTEM,INTERIOR EXIT 2,500 SQUARE FEET(232 MZ).CONTIGUOUS DAYLIGHT ZONES ADJACENT TO CONTROLS,DAMPERS,DUCTING,COMMISSIONING;TO FULLY COMPLY WITH THE IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR - DISCHARGE ELEMENTS,AND EXTERIOR PORTIONS OF THE EXIT VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE PROVISIONS OF WSEC SECTION C403. DAMAGED UNITS. DISCHARGE,INCLUDING INTERIOR EXIT STAIRWAYS$RAMPS. CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING B.VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE 3. WITHIN A ROOM OR AREA,THE CONTRACTOR SHALL ESTABLISH A SINGLE 2. PER IBC 1008.3.3,IN THE EVENT OF POWER SUPPLY FAILURE,AN MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS(I.E.,NORTH,FAST, MECHANICAL CODE(WAC 51-52) FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE SOUTH,WEST).THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED C.ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN HEIGHTS ABOVE FINISHED FLOOR. FOLLOWING AREAS:ELECTRICAL EQUIPMENT ROOMS,FIRE COMMAND CENTERS, SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE.DAYLIGHT ZONES UNDER ACCORDANCE WITH SECTION 403 IN THE 2015 INTERNATIONAL MECHANICAL CODE 4. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL FIRE PUMP ROOMS,GENERATOR ROMS,PUBLIC RESTROOMS WITH AN AREA SKYLIGHTS MORE THAN 15 FEET(4572 MM)FROM THE PERIMETER SHALL BE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE ELEMENTS.CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES GREATER THAN 300 SF.DURATION OF EMERGENCY POWER SHALL BE PER CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3.1.1 IN ACCORDANCE NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. 1008.3.4:NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE FENESTRATION. WITH ACCEPTED ENGINEERING PRACTICE. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS.WITH A SMALL SPACE BATTERIES,UNIT EQUIPMENT OR AN ON-SITE GENERATOR.ILLUMINATION LEVEL CONTROL SHALL NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: TO AVOID VIBRATION.INSTALLATION AND/OR ALTERATION OF DUCTWORK, UNDER EMERGENCY POWER PER 1008.3.5:INITIAL ILLUMINATION NOT LESS 1.CONTROL ONLY LUMINAIRES WITHIN THE DAYLTT AREA. A.ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS,SOFFITS AND THANI FC,MINIMUM AT ANY POINT OF 0.1 PC MEASURED ALONG THE PATH OF 2.INCORPORATE TIME-DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT SHALL CONFORM WITH ALL APPLICABLE CODES OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE EGRESS AT FLOOR LEVEL LEVEL CHANGES OF LI55 THAN THREE MINUTES. THE BUILDING IS FULLY SPRINKLERED.THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ARCHITECT PRIOR TO PROCEEDING.CONTRACTOR TO PROVIDE COMPLETE 3. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2 INTERIOR EXCEPTION:DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY.THE FIRE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEERS REVIEW. LIGHTING CONTROLS.EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CEILING PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW 5. REWORK EXISTING FIRE,LIFE,SAFETY SYSTEM AS REQUIRED PER NEW WALL PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. PRIOR TO COMMENCING WITH THE WORK. LAYOUT AND CURRENT CODE,ENGINEERING AND INSTALLATION BY BUILDING SERVING THAT AREA.THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE - RECOMMENDED SUBCONTRACTOR. AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES C405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN 6. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE THE LIGHTS SERVED AND INDICATES THEIR STATUS. ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. BREAK ROOMS.THESE CONTROLS DEVICES SHALL BE CAPABLE OF 7. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. C405.2.2.2 LIGHT REDUCTION CONTROLS.LIGHT REDUCTION CONTROLS NEED AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE S. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: EQUIPMENT.PROVIDE ADDITIONAL SUPPORT FOR LIGHT FU CTURES AS 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT-SENSING DEVICE. 1.CONTINUOUS DIMMING USING DIMMING BALLASTS AND RECOMMENDED BY FIXTURE MANUFACTURER. 2. CORRIDORS,EQUIPMENT ROOMS,STOREROOMS,RESTROOMS,PUBLIC DAYLIGHT-SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING 9. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING LOBBIES,ELECTRICAL OR MECHANICAL ROOMS. THE POWER OF GENERAL LIGHTING IN THE DAYLTTE ZONE CONTINUOUSLY TO TILE AREAS.DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS,UNLESS 3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. APPROVED BY ARCHITECT. C405.2.2.AUTOMATIC TIME SNITCH CONTROL DEVICES.AUTOMATIC TIME 10. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM I SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY 2 MAINTENANCE.MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND c�irrvr- EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILING'S- SENSORS. ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL 11. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCMEC Tr.GROUP DEVICES TO �. MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 12. ALL CONDUITS,BOXES,DUCTS,HVAC UNITS,PIPES,ETC,SHALL BE INSTALLED F AS HIGH AS POSSIBLE,NOT LOWER THAN W ABOVE LINE OF HIGHEST FINISHED CEILING. 13. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 14. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE GAYTEWAY BUSINESS SWITCH PLATE. 15. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED.INSTALL CLOSE TO PARK DOOR OPENINGS,DO NOT INSTALL IN CENTER OF WALL ARCHITECT AND CLIENT TO APPROVE ALL LOCATIONS. P.O.BOX 1727 16. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR.PROVIDE OVERRIDE BELLEVUE,WA 98009 WAREHOUSE SWITCH AT ALL CONFERENCE ROOMS 120 17. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME PROJECT: TEMPERATURE,LION' CC PACKAGING OFFICE TI EQ. EQ. 18. IN EXISTING ALTERED SPACE,REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FUTURES ARE FUNCTIONING,INCLUDING BUT NOT LIMITED TO LAMPS,BALLASTS,AND ' - LENSES.RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. RESTROOM CEILING NOTES Gayteway Business Park,Building C w5 _ 67fh Arlington, CTIONS,TYPICAL LION. 2.. CENTER I. CENTER CEILING GFDXTURES/SPRINKLER HEAD/CE GRID IN ROOM OR AREA IN ILING ELEMENT IN 24"PORTION Dewi�on: Avea No: hng Date:WA OFFICE - {¢. - EQ. : EQ. EQ. OF 48"CEILING TILE,TYPICAL UON. 1PERMIT SET A OS/052@i V OFFICE BREAKROOM 3. LOCATE ALL LIGHT FIXTURES,SPEAKERS,LIFE-SAFETY DEVICES AND SIMILAR I 102 103 - T; CEILING ELEMENTS,ETC.,IN THE CENTER OF COILING TILE IN BOTH Q - :. - WITH ADJACENT FIXTURES, EVICES OR HEADS IN A WOMEM'S MEN'S _ .DIRECTIONS AND ALIGN RES D RESTROOM1RESTR(XN4 RUN OR ROW,U.N.O. - 7 108 u 4. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL SURFACE MOUNTED LIGHT FIXTURES. 10 HALLWAY R M.- Q EQ EQ. EQ: N. 5. .PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS SUSPENDED 304 CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF C ISCA AND ASCE 710 SECTION 13 5 6 AS SUMMARIZED ON SHEET AB.2 Ell LEGEND ELEMENT TO BE DEMOLISHED - © INTERNALLY ILLUMINATED DOT SIGNAGE W/BATTERY BACKUP DC PER IBC SECTION 1013,CONFIRM OPERATION FOR EXISTING. 9 �REQU E DNOT EXISTING.ARROW=DIRECTION INDICATOR, IF P82 QTYP. A82 1X4 SURFACE MOUNTED LED LIGHT FIXTURE W/WRAP AROUND OPEN: ACRYLIC LENS OFFICE .+9-0. i _ t ,. 00. NEW ZX4 LAY-IN LED LIGHT FIXTURE,18 CELL PARABOLIC CONFEO THAN RENCE HATCH "NIGHT LIGH1`FOR ENOT LESSMERGENCY INDICATES EGRESS 1 FC PER IBC SECTION 008.2.lIWITH NATION SEAL EMERGENCY POWER PER 1008.3.3 Q> NEW DIRECTIONAL RECESSED LED DOWNLIGHT FIXTURE 4527 HITECT 2011 REGISTERED NEW O RECESSED LED DOWNLIGNT FIXTURE OFFICE': /. �- NEW SURFACE MOUNTED PENDANT LIGHT JULIA SEEN OF WASH EXHAUST FAN(SINE RATING LESS THAN 1.0 SONE) ATE INGT �.. SUSPENDED ACOUSTIC CEILING TILE AND GRID: ARMSTRONG,CORTEGA,24"X 48"SQUARE LAY-IN TILE, CIT'STAW. WHITE WITH CLASS"A"15/16"EXPOSED-7 GRID SYSTEM, WHITE GWB 18 - GYPSUM BOARD CEILING TYPI OPEN TO STRUCTURE 1 REFLECTED CEILING PLAN REFLECTED CEILING 0 2' 4' 8' DAYLIGHT ZONE PLAN �ii�� (PRIMARY DEPTH=TO WINDOW HEAD HEIGHT,24"BEYOND SCALE:1/4"=1'-V - WIDTH OF WINDOW) (SECONDARY DEPTH=2 TIMES WINDOW HEAD HEIGHT) Proj.No:21.0001410.000 Reviewed BY: is +X'-X' INDICATES CEILING HEIGHT ABOVE FINISHED FLOOR A2.2 GENERAL NOTES N E LSOK 1. SEE ALSO ENGINEERING DRAWINGS(IF PROVIDED)FOR ADDITIONAL INFORMATION.WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL,MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION NekD Architecture,Inc, FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK.IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION,CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST M THE OWNER OR THE ARCHITECT. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR 1200 Fifth Ave. LIGHTING CONTROLS.SEE ALSO AO.1 FOR WAREHOUSE POWER/DATA. Suite 1300 3. ALL SWITCHES,RECEPTACLES,COVER PLATES AND OTHER ELECTRICAL Seattle,WA 98101 DEVICES SHALL BE WHITE IN COLOR,LION.DEVICES WHICH OCCUR IN STAINED Phone: (206)408-8500 MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR.ALL EXISTING BEIGE SWITCHES,RECEPTACLES,COVER PLATES AND OTHER WWW.NELSONWORLDWIDE.COM ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 4. MULTIPLE SWITCH OR OUTLET DEVICES IN ONE LOCATION SHALL BE INSTALED IN A COMMON MULTI-GANG BOX WITH A COMMON FACEPLATE, WHERE POSSIBLE,MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS POSSIBLE AND IN-LINE WITH EACH OTHER. 5. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS(I.E.EXHAUST FAN, PROJECTION SCREEN)ARE ADJACENT TO LIGHT SWITCHES,LOCATE LIGHT SWITCHES CLOSEST TO THE DOOR. 6. RECEPTACLES WITHIN V OF A WATER SOURCE SHALL BE GFI TYPE. 7. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15"ABOVE FLOOR LON.BALANCE OF DEVICE MOUNTING HEIGHTS ARE SHOWN ON DEVICE ELEVATION DETAIL THIS SHEET,U.N.O. 8. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS,MIN. FROM EDGE OF COVER PLATE,FOR WALL MOUNTED OUTLETS,OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS,WHEN ADJACENT TO A WALL, COLUMN,OR SIMILAR ELEMENTS,LION. 9. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR 1 2 MONUMENT:CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER,LION:GANG COVER PLATES SHALL BE ONE-PIECE TYPE UON. 10. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 11. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS. I 12 TING TO REEMAAIIN.POWENG R RICAL/TELEPHONE OUTLETS CO COMMUNICATION OUTLETS ARE SHOWN IN IDEAT SHOWN ARE L LOCATIONS.REUSE EXISTING ELECTRICAL/TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 13. FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS NIC.LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE I:i II VENDOR. 14. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED.ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS,POWER CONNECTION IN WORKSTATIONS COORDINATE PO POWER IEIDATA)AND DUPLEX RECEPTACLE j E INSTALLATION.COORDINATE POWER,VOICE/DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/FURNITURE VENDOR,TYP. LEGEND GAYTEWAY BUSINESS PARK EXIST.WALLS/PARTITION TO REMAIN P.O.BOX 1727 WAREHOUSE o NEW PARTITION WALL BELLEVUE,WA 98009 120 I (� WALL MOUNTED DUPLEX OUTLET:DED OR HATCH=DEDICATED PROJECT. 20A=20 AMP CIRCUIT CC PACKAGING OFFICE TI T=12 HOUR TIMER WALL MOUNTED FOURPLEX RECEPTACLE OUTLET F4 WALL MOUNTED VOICE/DATA PORT-(2)VOICE/(2)DATA 0' IN SINGLE GANG BOX,LION REF. 2" 42• Gayteway Business Park,Building C GFI GFI FI ® OCCUPANT SENSING AUTOMATIC CONTROL 19927 67th Ave NE,Arlington,WA OFFICE OFFICE BRFAKROOM I HALLWAY R-_—M O RFSTROOM o RESTROOM © NEW STRDREADER,GC TO PROVIDE POWER PATH AND Descrlptlon: No: Date: +42"GFI PULL STRING PERMIT SET 05/05/2021 - 101 102 103 DISP SA4 104 G 105 107 108 PR® FLOOR MOUNTED OUTLET,UON:FLUSH DUPLEX RECEPTACLE OUTLET AND DATA OUTLET-(1)VOICE/(1) DATA IN SINGLE GANG BOX,LION FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO +42"GFII 42"G 0 W ATTACH TD FURNITURE SYSTEM,THROUGH WALL- POWER,DATA&VOICE +6"MI IRESTROOM +4'tj" FLUSH DUPLEX 106 i ) RECEPTACLE OUTLET OUTLET,FLOOR MOUNTED DATA�OUTLET ITH FLEXIBLE \ CONDUIT WHIP/BASE POWER INFEED TO ATFACH TO O O FURNITURE SYSTEM-POWER,DATA&VOICE ® THERMOSTAT \�\JIIII N NEW OPEN U OFFICE 100 CONFERENCE 109 SEAL -........ UEVI SMOU11EO x1 �FlAExUxn ....... 9txi lqi SxxRF mEuSMF ,.(., � SMCBF -' mw umr —1. i t,uxrxx nT 21114"' I LLLLIIIJJJI � REGISTERED OFFICE i +6+80 j ARCHITECT , uommsxRcwcwo MAOEx 0 II � II § I r—ExtE OFrwxE ax Exoa JULIA SEEN - E � y 000x w oRx rosmax ATE r 41- � CITY STAMP 3 DEVICE ELEVATION DIAGRAM_ \A1.3j NOTTO SCALE �1Z POWER/COMM PLAN A2.3 1/4"=r-e" 0 2' 4' e' POWER/COMM PLAN SCALE:IJ4"=I'-0" PmI.No:21.0001410.000 Reviewed 0y: J5 A2.3 GENERAL NOTES N E LSOK 13 IS 13 A5.1 T1P Al A5.1 T,p 1. ALL EXISTING BUILDING COLUMNS,EXTERIOR WALLS,EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN,LION. Nelco Architecture,Inc. (2)EQ. y-6• 6-0'-(4)EQ. 2. NEW RESTROOM(S)TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI P-LAM UPPER P-LAM UPPER A117.1 SECTION 603 AS SUMMARIZED ON SHEET AN-3. CABINET/MICROWAVE CABINET I- -, - - -- SHELF - - - 1200 Fifth AVe. Suite 1300 Iz MII 12 Seattle,WA 98101 P-LAM COUNTERTOP + P-LAM COUNTERTOP REFRIG A5.1 Phone: (206)408-8500 a _____ _ &BACKSPLSH KEY NOTES O WWW.NELSONWORLDWIDE.COM &BACKSPLASH P-LAM BASE P-LAM BASE CABINET CABINET RESTROOM ACCESSORY MANUFACTURER:BOBRICK,CLASSIC SERIES, BASE AS SCHEDULED BASE AS SCHEDULED UON.STAINLESS STEEL WITH SATIN FINISH T-6"CLEAR 6'-0"-(2)EQ. 6'-0--(4)EQ, 1. WATER CLOSET.REFER TO 604/AN-3. RUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. WALL MOUNT SINK.REFER TO 606/AN-3. ----ALIGN WITH TOP OF ADJACENT CABINET �311 ELEVATIONS 12 ELEVATIONS 3. SURFACE MOUNTED MIRROR.24X36.REFER 70603/AN-3. LOW PRESSURE LAMINATE AT CABINET A5.1 1/4"=1'-0' A5.1 1/4'=I'-0' INTERIOR-WHITE 4. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MIN. 3/4"DOOR W/PLAM.FINISH MOUNTING ZONE.REFER TO 604.7/AN-3. CLEAR PER FINISH PLANS 1B 5. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL.REFER TO 606/AN-3. INSIDE A B A5.1 C D TYP. 6. SURFACE MOUNTED TOILET SEAT COVER DISPENSER.REFER TO 606/AN-3. 4 MAX ALLOWABLE STRESSES:VERTICAL OR PULLS:4"WIRE,SATIN 3 7. TOILET PARTITION,OVERHEAD BRACED.PLASTIC LAMINATE OR PER TENANT STANDARD.REFER TO 604/AN-3. HORIZONTAL FORCE OF 250 POUNDS ALUMINUM/CHROME FINISH 19 APPLIED AT ANY POINT ON THE GRAB p5,1 / 0 B. RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE,TYP.REFER TO BAR,FASTENER MOUNTING DEVICE OR >>pp OPEN LINE OF CABINET SIDE PANEL 606/AN-3. SUPPORTING STRUCTURE. 9. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A317.1 SECTIONS 604 AND 609, SS ~ MICROWAVE SHELF AND ALL EXPOSED z PARTITION AS SCHEDULED SURFACES,PLAM.FINISH PER ELEVATION 3 SEE ALSO DETAIL 19/A5.1.PROVIDE BLOCKING AS REQUIRED. f -� \ 10. FLOOR DRAICAP PRIMER.IT'SQUARE SECTION OF FLOOR TO SLOPE c,a N, TOWARD 1 1/2" CLEAR -- 15- SECTION @ MICROWAVE SHELF 11. WALL HUNG URINAL.REFER TO 605/AN-3. MET L S SHEET METAL SCREWS TO 12. MANEUVERING CLEARANCES/CLEAR FLOOR SPACE REQUIRED AT FIXTURE. 11 METAL BLOCKING/BACKING a5.1 1"=1'-0" 9 UNISEX RESTROOM ELEVATIONS ,. • t 1'A5.1 1/4"= -O' SEE AN-3 FOR MOUNTING HEIGHTS AND RELATIONSHIPS REFER TO 305,404,604/AN-3,TYP. 1 1/2"DTA GRAB BAR 13 (1 1/4"MIN TO 2"MAX OUTSIDE DIA r-3/4"DOOR W/PLAM FINISH PER KNISH PLANS 2'-8" 5'-0" 18 ELEVATION OR IC L ALL(4)WALL UNO OR SHOWN WITHOUT WAINSCOT IN � LOW PRESSURE LAMINATE AT CABINET E CLEAR CLEAR F ASA TYP. G 14. WHITE INSULATION/COVER,SEE 606.E/AN-3. INTERIOR-WHITE GA�/I IT EWAY BUSINESS f MIN. 15. SIGNAGE WITH BRAILLE,REFER TO 703/AN-3. CLEAR SINGLE OCCUPANCY:TRIMCO,529,BLUE,MENS:TRIMCO,527,BLUE, PARK ?n 16 GA METAL STUD BLOCKING W/(1) z INSIDE ADJUSTABLE SHELF W/FINISH TO 3 3 7 7 19 WOMENS:TRIMCO,52B,BLUE P.O.BOX 1727 _ A35 CLIP TOP AND BOTTOM 3/4" B OR 3/4"FIRE RETARDANT,TREATED MATCH CABINET INTERIOR �'1'p, 9 13 TYP• / 16. NEW ACCESSIBLE(HULO)DRINKING FOUNTAIN AND CANE DETECTABLE GUARD BELLEVUEI WA 98009 PLYWOOD BACKING N RUSH MOUNTED SHELF a (NOT REQUIRED AT RECESSED LOCATION). PROJECP. PROTRUDING ELEMENT STANDARDS OR DRILL FOR PINS 9 r - ,� CC PACKAGING OFFICE TI PLAM,FRP,OR CERAMIC TILE OVER PULLS:4"WIRE,SATIN ALUMINUM/CHROME 4 WATER-RESISTANT GW13 OR PREFABRICATED SHOWER 1 S N 19 GRAB BAR DETAIL MODULE As.1 3"=1'-0" VALANCE f Gayteway Business Park,Building C 19927 67th Ave NE,Arlington,WA BTRRIMHCEADALUMINUM , WOMEN'S TOILET ROOM ELEVATIONS De5uIP1K1n: No: Dire: 4 A5.1 1/4"=1'-0" SEE AN-3 FOR MOUNTING HEIGHTS AND RELATIONSHIPS PERMIT SET 05/05/2021 Yli 2'-I"LION 3/4"BACKSPLASH W/PLAM FINISH WAINSCOT W/METAL TO MATCH COUNTERTOP 2'-8" 10 TRIM AT SHEET EDGES 3/4"COUNTERTOP W/PLAM SELF CLEAR CLEAR H PER FINISH PLANS EDGE FINISH PER FINISH PLANS I 1 TYP. J 3 1 DRAWER W/FULL DEPTH,FULL 19 7 1 '= EXTENSION HEAVY DUTY HARDWARE 1 0 \ v RUSH MOUNTED SHELF STANDARDS - - STRATEGIZE LOCATION OF � 9 0 ® 9 8 LAMINATE SEAMS TO MINIMIZE OUTLET MOUNTED IN CABINET AS V VISIBILITY.LAYOUT SEAMS J SCHEDULED SYMMETRICALLY WHENEVER - 1 14 POSSIBLE. n 3/4"ADJUSTABLE SHELF W/FINISH a0 TO MATCH CABINET INTERIOR 4 i COVE FLOORING LOW PRESSURE LAMINATE AT +f RETURN UP WALL TTI-CABINET INTERIOR-WHITE`a ORW/PL PLAM FINISH PER 5 MEN'S TOILET ROOM ELEVATIONS 1/4" v-0" SEE AN-3 FOR MOUNTING HEIGHT'S AND RELATIONSHIPS AT RESILIENT SHEET FLOOR 4,F�INISHPLANS BASE,AS SCHEDULED SEAL 18 SECTION @ WAINSCOT 13 SECTION @ TYPICAL CABINET 114521 1S �16 n REGISTERED � 4 . ARCHITECT 3/4'BACKSPLASH W/PLAM FINISH '�� ,t!iOS L 1 - 2 1"UON TO MATCH COUNTERTOP 5 O^f1 r 7O -J JULIA SEEN 3/4"COUNTERTOP W/PLAM SELF IL�J /-w `�JS ATE OF WASHINGT N EDGE FINISH PER FINISH PLANS A5.1 SIM. I li �� G 13 .�. A 4 1 L t 15 9 J 1 O A5.1 J J l.. H A5.1 Gn'YSTAMP FALSE DRAWER FRONT W/PLAM ll a FINISH TO MATCH DOOR PULLS:4'WIRE,SATIN r ALUMINUM/CHROME FINISH U 4> lI 7 7 I I OFFSET DRAIN WITH INSULATION 6 0 J '` 1 " 10 10 \ �I 9 9 D CABINETNTERIOR WHITE PRESSURE LAMINATE T 0 A5.1 O A5.1 I I 1 O t 5 \\_/ mm I / ��^ I �' INTERIOR ELEVATIONS 3/4"DOOR W/PLAM FINISH PER4O�i FINISH PLANS s - &DETAILS 3„ Proj.No:21.0001410.000 Reviewed By: JS BASE,AS SCHEDULED 12 SECTION @ SINK BASE ENLARGED TOILET ROOMS A5. 1 " ROOM SIDE N E L S O DRYWALL SCREW, DOOR/RECITE SCHEDULE EXISTING (1)NEXT TO EACH BUILDING STANDARD CONCRETERETAINER CLIP FRAME W/METAL STOP OPENINGS FRAMES DETAILS Nelw Architecture,Inc. TILT-UP WALL PANEL BACKER ROD AND SESLANr, DOOR ROOM SIZE BOTH SIDES,TYP. # NAME TYPE ( IZE THICK. : MATERIAL GL INSUL RA NG HDWE FI�H TYPE MATERIAL FINISH HEAD JAMB SILL REMARKS RAIN DRIP 1200 Fifth Ave. HM DOOR FRAME GROUT FILLED 100 ENTRY STOREFRONT EXISTING _ _ TG _ _ EXIST EXIST - EXISTING EXISTING - _...-_.. - EXTERIOR Suite 1300 101 OFFICE F 3'-0'_X T-0" 1 3/4" WOOD TG - B CLEAR 4 METAL FF 3/A6.1&4/A6.1 2/A61&S/A6.1 6/A6.1&4/A6.1 Seattle,WA 98101 _. ------ - -- Phone: (206)408-8500 102 OFFICE F T-0'X T-U' 13/4" WOOD TG - - B CLEAR 4 METAL FF 3/A6.1&4/A6.1 2/A61&5/A6.1 6/A6.1&4/A6.1 WW W.NELSONWORLDWIDE COM GLASS,SEE - -trHM DOOR DOOR SCHEDULE 103 BRFAKROOM N 3'-O'X T-0" 13/4" WOOD TG - - F CLEAR 1 METAL FF 3/A6.1 2/A6 1 6/A6.1 DOUBLE METAL STUDS PASSAGE SIDE _ -_- -. - - _- -- - - EACH SIDE 104 OFF.TO WH N T-O'X T-O" 13/4" WOOD TG - - H CLEAR 1 METAL FF 10/A6.1 10/A6.1 6/A6.1 105 RESTROOM F 3'W X T-W 1 3/4" WOOD - - - I CLEAR 1 METAL FF 3/A6.1 _ 2/A6.1_ - 6/A6.1 10 ` EXT. DOOR HEAD-HM � SIDELIGHT/RELITE JAMB 106 RESTROOM F 3'-0'X 7-0" 1 3/4" WOOD - - - I CLEAR 1 METAL FF 3/A6.1 2/A6-1 6lA6.1 A6.1 ViewportSwR: A6.1 ViewportSale 107 WOMEN'S RR F T-O'X T-O" 1314" WOOD - - - D CLEAR L METAL FF 3/A6.1 71A6.1 6/A6.1 �u. MEN'S RR F T-O'X T-O" 13/4" WOOD - - - D CLEAR 1 METAL FF 3/A6.1 2JA5.1 6/A6.1 X WALL TYPE AS SC EDU ED F 3'-0"X T-0" 13/4" WOOD TG E CLEAR 4 METAL 3/A6.1&4/A6.1 2 A6.1&5/A6.16(A6.1&4/A6.1 SENAIR,TIP OF'CE F 3'-0'X; 1 3/4' WOOD TG - - B CLEAR 4 METAL FF 3/A6.1&4JA6.1 2/A6.1&S F6.1 6!A6.1.41..1 20 GA STEEL SKID �/ CORNER BEAD TYP. HEAD ANCHOR CUP _ n DOOR AS SCHEDULED GLASS,SEE DOOR AND RELIT SCHEDULE INT. STOREFRONT HEAD/JAMB A6.1 Vkmport5m1e TIMELY STEEL FRAME CLIEN PREFINISHED,KNOCK DOWN W/METAL STOP FINISHED FLOOR,SEE FINISH SCHEDULE DOOR TYPES FRAME TYPES DOOR SCHEDULE NOTES X WALLTYPE AS SCHEDULED 1'-6"UNO 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010.1.9 AND ANSI � PER DOOR SCHEDULE PER DOOR SCHEDULE PER SCHEDULE PER SCHEDULE A117.1 SECTION 404,AS SUMMARIZED ON AN-3.EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; SIDELIGHT HEAD SILL-TIMELY �` r-- - LEVER STYLE HANDLE,CLEAR WIDTH,CLOSING SPEED,DOOR OPENING FORCE,ETG GC TO REPLACE STEEL RUNNER L 4 1 / DOOR HARDWARE AS REQUIRED. DRYWALL SCREW,(1)NEXT TO 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A A6.1 ViewportSmle EACH RETAINER CLIP m \ KEY OR SPECIAL EFFORT. GAYTEWAY BUSINESS J 3. AT THE MAIN EXTERIOR DOOR,LOCKS&LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE 15 STEEL CASING WITH HEAT o o TREATED CASING RETAINER CLIP - READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN>5 POSTED ON THE EGRESS SIDE ON PARK rFi o OR ADJACENT TO THE DOOR STATING:'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS P.O.BOX 1727 X WALL TYPE AS SCHEDULED "' i OCCUPIED".THE SIGN SHALL BE IN LETTERS 1"HIGH ON A CONTRASTING BACKGROUND&MEET TIMELY STEEL FRAME P o o5'i REQUIREMENTS OF IBC 1010.1.9.3 LOCKS&LATCHES. BELLEVUE,WA 98009 STEEL RUNNER 0 0 w w 4. NEW EXTERIOR DOORS TO BE STEEL,20 GAUGE,FULL FLUSH WITH FIBROUS HONEYCOMB CORE,BAKED PREFIINISHED,KNOCK DOWN j o 0 - d a ON PRIMER.EXTERIOR DOOR FRAMES TO BE STEEL,18 GAUGE WITH 2"FACES AND 5/8"STOPS FORMED PROJE DOOR SILENCERS OR SMOKE SEAL DRYWALL SCREW,(I)NEXT TO a a \ INTERNAL CORNERS MITERED,WELDED AND GROUND SMOOTH,BAKED ON PRIMER,DON. CC PACKAGING OFFICE TI EACH RETAINER CLIP S. NEW STOREFRONT/ENTRANCE TYPE EXTERIOR DOORS TO BE 2"X41/2",CENTER GLAZED,MEDIUM STILE, DODR AS SCHEDULED _STEEL CASING WITH HEAT THERMALLY BROKEN,ALUMINUM STOREFRONT.KAWNEER OR APPROVED EQUAL.FINISH TED OR TO 10 INT. DOOR HEAD-TIMELY TREATED CASING RETAINER CLIP F(FLUSH) N(NARROW CITE DOOR) 1 4 MATCH 6.. N NTERIOR BUSTINGDOORS TO BE BUILDING/OWNER STANDARD:SOLID CORE,WOOD,UNIFORM WHITE A6.1 ViewporlSmle '. BIRCH,ROTARY CUT,NATURAL,CLEAR#00 FINISH.NEW INTERIOR DOOR FRAMES TO BE [1��TIMELY STEEL FRAME PREFINISHED,KNOCK DOWN BUILDING/OWNER STANDARD:KNOCK DOWN EXTRUDED MITERED,CLEAR A OD Z SNIP,FACTORY Gayteway Business Park,Building FINISH,BLACK.ALTERNATE DOOR FRAME: U RE TRIM ALUMINUM,CLEAR ANODIZED FACTORY FINISH 19927 67th Ave NE,Arlington,W DOOR SILENCERS OR SMOKE SEAL (WESTERN INTEGRATED,SERIES 300,1"SQUARE TRIM OR EQUNALENI�. 7. IG INDICATES INSULATED GLAZING,TYP. DOOR AS SCHEDULED F" 8. TG INDICATES TEMPERED GLAZING,TYP. FERMI SE No: Date:05 9. TIG INDICATES TEMPERED,INSULATED GLAZING,TYP. PERMIT SET OS/0520 ^^ T7 10. ALL EXTERIOWBUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED&LABELED WITH ITS DINT. DOOR R HEAD- 11M ELY MAX.NG DETERMINED I ED &SOLAR HEAT GAIN,COEFFICIENT OF 0.40,PER LABELED D AND CERTIFIED L (RATING DETERMINED BY AN ACCREDITED,INDEPENDENT LABORATORY,LABELED AND CERTIFIED BY A6.1 MewporLSmle THE DOORS OPENING MANUFACTURER). il. DOORS OPENINI NG INTO SEMI-HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR X -WALL TYPE AS SCHEDULED 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT ..INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6. - 13..GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14..ALL DOOR HARDWARE PACKAGES TO BE COMMERCIAL GRADE,SATIN CHROME FINISH(US26D)AND INCLUDE WALLIFLOOR SLAPS,SILENCERS,HINGES,ETC. 20 GA STEEL STUD _-STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME DOOR HARDWARE NOTES PREFINISHED,KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL TYPE A: EXTERIOR ENTRANCE TYPE LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR SWEEP DOOR AS SCHEDULED TYPE B: OFFICE TYPE LOCKSET TYPE C: OFFICE TYPE LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR SWEEP INT. DOOR JAMB-TIMELY TYPED:TYPE E: PAASSAGEGE SET P CLOSER ET A6.1 ViewportSmle TYPE F: PASSAGE SET,CLOSER s 40 TYPE G: STOREROOM LOCKSET,CLOSER TYPE H: STOREROOM LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR SWEEP DOOR _ TYPE I: PRIVACY WITHIN USE INDICATOR TYPE K: CARD READER WITH KEY OVERRIDE,FAIL SAFE,UNLOCKED ON PRIVATE OR FREE SIDE OF DOOR O STOREROOM ALLOW FOR FREE EGRESS,CLOSER A FLOOR FINISH MAIL 20114521 SAME ON BOTH TYPE L: STOREROOM LOCK ON ACTIVE LEAF,DUMMY LEVER ON INACTIVE LEAF,MANUAL FLUSH BOLTS REGISTERED SIDES OF OPENING CARPET OVER PAD.IF CARPET TILE AT TOP AND BOTTOM ARCHITECT (1/4")OR WALK-OFF MAT(S/8")- TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET.CLEAN AND ADJUST EXISTING HINGES QDOOR AND TRIM FLOAT FLOOR AS REQUIRED FOR AND CLOSER,ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS(ANSI 117.1, ///'/ LEVEL TRANSITION-REFER ALSO SECTION 404),NEW WEATHERSTRIPPING (,gTgTE OF W H NG TO GENERAL NOTES TYPE N: DUMMY LEVERS AND ROLLER CATCHES ON BOTH LEAFS F RESILIENT FLOOR MATERIAL DOOR DOOR 3/8"Xl-1/2"BRUSHED ALUM. CITY si © .TRANSITION STRIP O ANGLE SECURED TO SLAB a CPT REDUCER STRIP ... TO MATCH RUBBER BASE (LDOOR AND TRIM ERE. QDOOR AND TRIM. CARPET/CARPET TILE - CONCRETE SLAB OR CONCRETE SLAB RESILIENT FLOOR MATERIAL DOOR DOai TRANSIRON STRIP CPT TRANSITION STRIP © - REDUCER STRIP O 4T.RIME TO MATCH RUBBER BASEDOOR SCHEDULE QDOOR AND TRIM CARPETIGWETTILE QDOO TILE Pro).No:21.0001410.000 Reviewed BY: SILL/FLOOR TRANSITION A6.1 ViewportScale : A6. 1 ROOM FINISH SCHEDULE NELSO FLOOR BASE WALLS CEILING NelwArdlitecture,Inc. ROOM ROOM SUBSTRATE NORTH EAST SOUTH WEST REMARKS # NAME MATERIAL FINISH FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL HEIGHT 1200 Fifth Ave. Suite 1300 100 OPEN OFFICE EXIST SOG CPT-1 B-1 GWB PT-1 GWB Pr-1 GWB PT-1 GWB I Pr-1 ACP t9'-WAFF Seattle,WA98101 Phone 206) 8-8500 101 OFFICE POST SOG CPT-1 B-1 GWB PT-1 GWB Pr-1 GWB PT-1 GWB PT-1 ACP t9'-G'AFF WWW. (SONW RLDWI WWW.N LSONWORLDWIDE.COM 102 OFFICE EXIST SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PF-1 ACP 19b"AFF 103 BREAKROOM EISTSOG VCT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP 19'-0"AFF 105 RESTROOM EXIST SOG R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB Pr-1/FRP-1 GWB PT-1/FRP-1 GWB. 18'-0"AFF 106 RESTROOM EXIST SOG R-1 R-1 GWB PT-I/FRP-I GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-I/FRP-1 GWB 18'-0"AFF 107 WOMEN'S RESTROGM EXIST SOG R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB 18'-0"AFF 108 MENS RESTROOM EXIST SOG R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB 18'-0"AFF 109 CONFERENCE EXIST SOG CPT-1 B-1 GWB PM11 GWB Pr-1 GWB Pr-1 GWB PT-1 ACP t9'-0"AFF 110 OFFICE E0S7 , CPr-1 B-1 GWB PM1l GWB PT-1 GWB PT-1 GWB PT-1 ACp. 19'-T AFF FINISH SPECIFICATIONS: ROOM FINISH GENERAL NOTES: FLOOR FINISHES: WALL FINISHES: WALL BASE: L ALL FINISH SELECTIONS IDENTIFIED IN LEGENDS,SCHEDULES,AND SPECIFICATIONS ARE NOT SUBJECT TO'OR EQUAL'SUBSTITUTIONS U.N.O.THE FLOOR FINISH TO BE CPT-1,LION FINISH TO BE PT-1,LION WALL BASE TO BE B-1,LION CONTRACTOR AND SUBCONTRACTORS SHALL SUBMIT PRODUCTS AND FINISHES M OR PAINT(GENERAL) ' CPTCARPET, W CONTRACTOR GROUP LL SH RWIN WILLIAMS,TBD B R�E�BA4 E 2 DISCONTINUED NOTIFY AT THE EARLIEST OP OF EDULED PPPORTUNITYNISHES AT ARE UNAVAILABLE OR TBD SUCH THAT A SUBSTITUTION e FRP ET (WAINSCOT) CAN BE SELECTED WITHOUT JEOPARDIZING THE CONSTRUCTION SCHEDULE. Re RESILIENT SHE FLOORING J WHITE MILLWORK FINISHES: 3- REFER TO THE M CONNECTION OOR ATERIAL SCHEDULE FOR MANUFACTURER,PRODUCT/STYLE a.lE 1 ARMSRtONG, LON NAME,COLOR SPECIFICATION. TED _- PL PLASTIC LAMINATE(BASE&/OR UPPER) 4. INSTALL ALL FINISH MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S TBD RECOMMENDED SPECIFICATIONS,SURFACE PREPARATION,ADHESIVES AND eVCT VCT BACKINGS:INCLUDING WALLCOVERINGS,COATINGS,FLOORING MATERIALS, 1 ARMSIRONG,STANDARD EXCELON LAMINATES,ETC TOD PLASTIC LAMINATE(COUNTERTOP) 5. PREPARE ALL SURFACES TO RECEIVE NEW FINISH SCHEDULED,TYPICAL 8 TBD THROUGHOUT.CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW-CUT AND eSDT PATCHED. S 1 ADTRMSTRONG,STATIC DISSIPATIVE TILE 6. ALL WALLS(EXISTING AND NEW)TO BE PT-1,e LION. TBD PL PLASTIC LAMINATE(TOILET 7. RUBBER BASE,B-1 THROUGHOUT,UON.BASE SHALL RUN CONTINUOUSLY.PARTITIONS) S. CARPET,CPT 1THR000HOUT,LION. GAYTEWAY BUSINESS SLR SEALED CONCRETE TBD 9. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT-1,LATEX WITH FLAT FINISH,e I/EXISTING,CLEAR LION.TOILETROOM GWB CEILINGS AND SOFFITS TO BE PT-1,LATEX ENAMEL PARK . WITH SEMI-GLOSS FINISH,UON. 10. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES,CEILING TILE AND GRID P.O.BOX 1727 SPECIFICATIONS BELLEVUE,WA 98009 11. ALL GWB SURFACES TO BE SMOOTH FINISH AND RELIEVE TWO COATS OF LATEX .PAINT WITH EGGSHELL FINISH. FRQIEC 12. ALL GWB SURFACES IN RESIROOMS AND WET WALLS IN BREAK AREA AND CC PACKAGING OFFICE TI COFFEE AREA SHALL RECEIVE ONE(1)COAT OF LATEX SEMI-GLOSS ENAMEL OVER ONE(1)COAT OF PVA SEALER. ._ 13. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING,LINO.REFER TO FINISH LEGEND FOR EXCEPTIONS `•� 14. LEVEL 2/FIRETAPE FINISH ON WAREHOUSE SIDE OF OFFICE IT,UNLESS NOTED OTHERWISE' Ga a Business Park,Building 15. ALL PAINT MATERIALS,PREPARATION AND WORKMANSHIP SHALL CONFORM TO ytEW Y g REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING - 19927 67th Ave NE,Arlington,W SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE.THE PAINTING SUBCONTRACTOR SHALL ENSURE THAT ALL PAINTS COMPLY WITH THE Description: No: Date' MUNICIPAL&STATE CODES AND BUILDING REGULATIONS FOR LOW VOC PERMIT SET 05/05202 EMISSIONS. 16. REFER TO DOOR SCHEDULE SHEET A6.1 FOR DOOR AND DOOR FRAME FINISHES. , 17. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED,COLOR TO MATCH ADJACENT WALL SURFACE. 18. PLASTIC LAMINATE,PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER' CABINETS,LION.PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND BACKSPLASHES,LION. 19. REFER TO THIS SHEET FOR FINISH LEGEND&SCHEDULE. 20. FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE CENTERED BELOW THE DOOR IN THE CLOSED POSITION,UNLESS NOTED OTHERWISE.SEE ALSO TRANSITION DETAILS THIS SHEET. 21. PROVIDE TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES,UNLESS NOTED OTHERWISE PER 6/A6.1.RESILIENT TRANSITION STRIPS TO MATCH BASE COLOR U.N.O.WHEN PROVIDED,REFER TO PLAN FOR ADDITIONAL DETAIL LOCATIONS. 22. WHERE FLOOR FINISH THICKNESS REQUIRES,FLOAT FLOOR SLAB AT FINISH ! TRANSITION AREAS A MINIMUM OF X-0"OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20(WHICHEVER IS GREATER)TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. 23. ACCESS PANELS,VISIBLE COVES OR ENCASEMENTS,VISIBLE ELECTRICAL PANELS,ETC.TO SHALL BE PAINTED TO MATCH ADIACENT SURFACES. 24. ALL INTERIOR WALL&CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS A MATERIAL CLASSIFICATION;FLAME SPREAD RATING 0 TO 25,SMOKE DEVELOPED 200.Al.L INTERIOR WALL AND CEILING FINISHES " AND TRLM IN NON PUBLIC AREAS TO COMPLY WITH CLASS B MATERIAL CLASSIFICATION;FLAME SPREAD RATING 26-75,SMOKE DEVELOPED 450,PER IBC CHAFFER 8. s 25. PROVIDE ALTERNATE PRICE TO PROVIDE NEW WINDOW BLINDS W,METAL MINI BLIND,STANDARD COLOR)AT ALL EXTERIOR WINDOWS. 201145,21 REGISTERED ARCHITECT JUUA SEEN ATE OF WASHINGT CITY ST FINISH SCHEDULE Pro].No:21.0001410.000 Reviewed By: A6.2 PARTITION STUD SCHEDULE NELSON " 1. INTERIOR PARTITIONS(NON-LOAD BEARING) • VERIFY SIZE,GAUGE AND SPACING WITH STUD MANUFACTURER AND/OR INSTALLER Nelco Architecture,Inc. • BASIS OF DESIGN:LATERAL LOAD=5 PSF,DEFECTION LIMIT=U240 WITH GWB FINISH BOTH SIDES OF WALL OR 1 1/2"X 20 GA STRAP BRACING @ ' 48"OC WITH 2#10 SCREWS EACH STUD ON ONE SIDE OF WALL HEIGHT OF WALL STUD SIZE&GAUGE SPACING 1200 Fifth Ave UP TO 15'HIGH 3.5/8"x1 5/8",18 GA SS 24"OC MAX Suite 1300 15-0"to 24"-9" 6"x 1 5/8",18 GA SS 24"OC MAX Seattle,WA 98101 24'-9"to 32"-0" 6"x 2",16 GA SS 16"OC MAX Phone: (206)408-8500 32'-0"to 42"-0" B.x 2",14 GA SS 16"OC MAX WWW.NELSONWORLDWIDE.COM BRACE:8"METAL STUD OR 3/4"DIA. RIGID METAL CONDUIT AS DETERMINED SOUND BATT INSULATION BY HEIGHT OF STRUCTURE.ALTERNATE DIRECTION EVERY OTHER BRACE- FLATTEN END AND BEND,SCREW TO TOP I III TRACK OF PARTITION W/SELF TAPPING SHEET METAL SCREW,SCREW OTHER 6"20 GA CEILING JOISTS @ 24"OC- END TO UNDERSIDE OF STRUCTURE MAX 1/2"DEFLECTION(L/240) ABOVE .._ �' CEILING PER PLAN curmr: WATER RESISTANT GWB CEILING 20 GA 6"CEILING JOISTS @ 24"OC W/ --- SOUND BATT INSULATION-MAX 1/2" WATER RESISTANT GWB OVER 6"z I DEFLECTION(L/240) , ROOF HAS BEEN RECENTLY 1-5/8,25 GA MTL STUD @ 24"OC MAX UPDATED-NEW 1.5"OF ISO �. DEFLfiCTION(L240) •� ----- 5/8"GWB OVER 3-5/8"X 1-5/8"25 GA OVER EXISTING R39(R-27.5 AVG) R.R. R.R. R_R. OFFICE METAL STUDS @ 24"OC W/SOUND BATT SOUND BAIT INSULATION INSULATION o EXISTING ROOF DECK AND STRUCTURAL METAL STUD RUNNER SAME GAUGE AS CEILING PER PLAN MEMBERS GAYTEWAY BUSINESS • PARK PARTITION W/MINIMUM 1"LONG FLANGES ATTACHED TO EXISTING CONIC -� METAL STUD RUNNER ATTACHED TO -__ SLAB WITH POWER-DRIVEN FASTENERS -- DOSTING CONIC.STAB W/5/32"DIA P.O.BOX 1727 AT 24"OC-HILTI"X-DNI"PINS,1" LOW-VELOCITY POWER-DRIVEN BELLEVUE,WA 98009 PENETRATION MINIMUM WITH 7/8"CIA FASTENER W/1 1/4"PENETRATION MIN, WASHERS. IB"OC waodi_a. ICC-ES REPORT NO ESR-1663 CC PACKAGING OFFICE TI RR PLUMBING WALL 1— RR/OFFICE PARTITION I I I ^ I R-21 BAIT INSULATION STICK PINNED TO SIM:USE WALL TYPE I STUD SIZE&TVPF 5 � ` CONCRETE WALL WITH CONTINUOUSLY TAPED WHITE VINYL FACED VAPOR BARRIER ABOVE FURRING EXISTING ROOF DECK Gayteway Business Park,Building C CHANNEL SHAPE,FABRICATED FROM MIN 19927 67th Ave NE,Arlington,WA EX ROOF DECK 25 GA CORROSION-PROTECTED STEEL,MIN _ - 3-5/8"x 1-5/8",25 GA METAL STUD WALL g _ ✓— C'� WIDTH TO ACCOMMODATE STUD SIZE, •• z TIE-SACK BRACE @ 48"O.C. Descrip8on: No: Date: CHANNEL SHAPE,FABRICATED FROM MIN 25 -� WITH 1"LONG LEGS,ATTACHED TO , GA CORROSION-PROTECTED STEEL,MIN STRUCTURE 24"O.C.MAX. •• �-- PERMIT SET 05/05/2021 WIDTH TO ACCOMMODATE STUD SIZE,WITH R-13 BATT INSULATION •'�N'� SUSPENDED ACOUSTICAL CEILING 1"LONG LEGS,ATTACHED TO STRUCTURE 24" TILT-UP O.C.MAX. EJSTNG STEEL GIRDER PANEL•' S/8"GWB,OVER MTL.STUDS @ 24"O.C. "• " �� 5/8"GWB OVER 3-5/8"X 1-5/8"20 GA METAL C` MAX DEFLECTION(11240)ON SIDE OF STUD FURRING @ 24"OC MAX 1/2" IXISTING STEEL GIRDER GIRDER OPPOSITE OF CONDITIONED SPACE • - DEFLECTION(L240)W/R-13 BATT INSULATION W/FSK-25 VAPOR BARRIER CONDITIONED SEMI-CONDITIONED OFFICE FACE,FACING WARM SIDE 5/8"GWB,OVER MTL.STUDS @ 24"O.C.MAX SPACE C WAREHOUSE DEFLECTION(1/240) SLOTTED"SLIPTRACK°OR EQUAL FOR DEFLECTION ` a SEMI-CONDITIONED WAREHOUSE,BOTH SIDES SLOTTED"SUFMCK"OR EQUAL FOR C __ - CUT STUD SHORT 0.65" / J DEFLECTION DRYWALL SCREWS HELD BACK 3.5"FROM SLIPTRACK FOR MOVEMENT R-13 BAIT INSULATION BETWEEN E(15TING _ CONCRETE PANEL AND FURRING CUT STUD SHORT 0.65" ALTERNATIVE:WHEN OPEN WEB STRUCTURE 6' METAL STUD RUNNER SAME GAUGE AS PARTITION W/MINIMUM V LONG FLANGES DRYWALL SCREWS HELD BACK 3.5"FROM ---- --_------ - - ;" _ ATTACHED TO EXISTING CONC SLAB WITH SUPTRACK FOR MOVEMENT 3/4" 2" 3/4" - 7^ = POWER-DRIVEN FASTENERS AT 24"OC- • HILTI"X-DNI°PINS,1"PENETRATION MINIMUM WITH 7/8°CIA WASHERS. ALTERNATIVE:WHEN OPEN WEB STRUCTURE -- ICC-ES REPORT NO ESR-1663 ` PERIMETER FURRING SEALr / `—EXISTING ROOF ----DECK ..._..._....._..._:. .—..... EXISTING STRUCTURAL MEMBER-WOOD SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTURE STRUCTURE/ BRACE:8"MIN 25GA METAL STUD OR 3/4"CIA RIGID METAL 20114521 3/4 314" ' 8"X 2"14 GA COMPENSATION CHANNEL EXTERIOR CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. REGISTERED W/2#10 X 3"SCREWS OR 60OT250-68 WALL/RR WALL FLATTEN END AND BEND,SCREW TO TOP TRACK OF ARCHITECT DEFLECTION TRACK W/2-#IOX3"SCREWS @ PARTITION W/SELF TAPPING SHEET METAL SCREW,SCREW DXSTING ROOF D EXISTING ROOF DECK/STRUCTURAL MEMBER, HILTI X-ZF20THP OTHER END TO UNDERSIDE OF STRUCTURE ABOVE OR TO A EXISTING STRUCTURAL MEMBER-WOOD SCREWS STAGGERED AT A MAXIMUM OF 24" W/3/<" STRUCTURAL WALL OR FRAMED WALL WITH HARD LID JULIA SEEN SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTURE .. __._—._. OC,SIZE PER SSMA RECOMMENDATIONS EMBEDMENT gSoFRA 1NG. NOTE:A PERPENDICULAR ATE OF WASHINGT L - 2-#10 RAIN• INTERSECTING WALL MAY 8"x 2"14 GA TRACK W/2#10 X 3"SCREWS J 1"MIN GAP(SLIP TRACK) SELF-TAPPING SUBSTITUTE FOR A RIGID BRACE. -- - 5/8"GWB BOTH SIDES OR SCREWS SPACE BRACE AT 8`0"OC MAX. I� IN LIEU OF GWB ON INSIDE FACE,PROVIDE 1 1/2" NOTCH CEILING ALTERNATE DIRECTION(180°) CITYSTAW... �-�1"MIN GAP(SLIP TRACK) _ X 20 GA STRAP BRACING @ 48"OC WITH 2#10 TILE AS REQ'D � EVERY OTHER BRACE OR PER COMPENSATION CHANNEL @ f0I5TING ROOF DECK/ SCREWS EACH STUD,LEVEL 2(FIRE TAPE)FINISH PROVIDE AT ALL LOCAL JURISDICTION ON WAREHOUSE SIDE,FINISH AS SCHEDULED ON PARTITIONS STRUCTURAL MEMBER,SCREWS STAGGERED AT A MAX �!i OFFICE SIDE SOUND BATT INSULATION IN WALL OF 24 OC SIZE PER SSMA RECOMMENDATIONS O S SUSPENDD ' R10 CONTINUOUS RIGID INSULATION AND SPANNING PARTITION ABOVE a 5/8"TYPE X GWB BOTH SIDES OVER STUD SIZE, (A .71 7/ TTACH D TO STICAL CEI CEILING WHERE INDICATED GAUGE AND SPACING PER SCHEDULE,MAX 11Z' SUSPENDED ACOUSTICAL CEILING SCREW TO TRACK WITH 2 #10 (. " �+ STRUCTURE ABOVE) i () DEFLECTION(L240). " WHSE R-13 GATT INSULATION W/FSK-25 VAPOR "` SELFTAPPING SCREWS M GWB VERTICAL JOINTS CENTERED OVER 8"STUDS AND _ BARRIER FACE,FACING WARM SIDE "L"METALTRIM AT STAGGERED ONE STUD CAVITY ON OPPOSITE SIDE OF C STUD SIZE,GAUGE AND SPACING PER SCHEDULE, TOP OF WALL,TYP OFFICE OFFICE METAL STUD RUNNER SAME GAUGE AS STUD.LEVEL 2(FIRE TAPE)FINISH. OFFIC 1/2"DEFLECTION(U240) PARTITION W/MINIMUM 1"LONG METAL STUD RUNNER SAME GAUGE AS PARTITION - .� GWB OVER 3-S/8"x 1-5/8", FLANGES ATTACHED TO EXISTING CONIC WALL TYPES W/MINIMUM 1"LONG FLANGES ATTACHED TO METAL STUD RUNNER SAME GAUGE AS PARTITION DISTING CONC SLAB WITH POWER-DRIVEN _. W/MINIMUM 1"LONG FLANGES ATTACHED TO 25 GA MTL STUD FRAMING SLAB WITH POWER-DRIVEN FASTENERS FASTENERS AT 24"OC-HILTI"X-DNP PINS,I" ----- EXISTING CONC SLAB WITH POWER-DRIVEN @ 24"OC AT 24"OC-HILTI"X-DNI"PINS,1" PENETRATION MINIMUM WITH 7/8"DIA WASHERS. __ FASTENERS AT 24"OC-HILTI'7(-DNI"PINS,1" PENETRATION MINIMUM WITH 7/8"DIA ICC-ES REPORT NO ESR-1663 PENETRATION MINIMUM WITH 7/8"CIA WASHERS. WASHERS' Pro),No:21.0001410.000 Reviewed By: JS ICC-ES REPORT NO ESR-1663 ICC-ES REPORT NO ESR-1663 TENANT DEMISING WALL 9 OFFICE DEMISING ^S INTERIOR PARTITION SIM:PROVIDE WALL INSULATION ABOVE CEILING "' lA: PROVIDE SOUND BATTS IN WALL ONLY JL A O. TO FILL GAP IN ENVELOPE PERIMETER BETWEEN CEILING HEIGHTS IS: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2`0"EACH SIDE OF PA „Q NELSON GL Nelco Architecture,Inc. 1200 Fifth Ave. e Suite 1300 EXISTING CONCRETE PANE Seattle,WA 98101 Phone: (206)408-8500 PARTITION TYPE AS WWW.NELSONWORLDWIDE.COM SCHEDULED FIELD VERIFY EXISTING STOREFRONT SYSTEM VnNDOW TREATMENT, WHERE OCCURS LINE OF WALL BEYOND GLAZING PER ELEVATIONS 1$ TYP.WINDOW HEAD A8.2 1 1/2"=1'-0" EXISTING GLAZING LINE OF WALL BEYOND ! I I CAULK ! { WINDOW TREATMENT, rurrNH GWB SILL I WHERE OCCURS EXISTING STOREFRONT SYSTEM FIELD VERIFY PARTITION TYPE AS SCHEDULED GAYTEWAY BUSINESS PARK EXISTING CONCRETE PANE P.O.BOX 1727 BELLEVUE,WA 98009 ' r-INu�e-c1 CC PACKAGING OFFICE TI n TYP. WINDOW SILL AB.2 1 1/2"=V-0" CEILING NOTES Gayteway Business Park,Building C WHEN INSTALLED IN THE BUILDIING 19927 67th Ave NE,Arlington,WA THERMAL ENVELOPE,LIGHT FD(TURE PER: 2015 INTERNATIONAL BUILDING CODE(IBC)SECTIONS 803.9,808 AND 1613.1,AMERICAN SOCIETY FOR De aiptlon: No: Date: SHALL BE IC RATED AND LABELED AS TESTING AND MATERIALS(ASTM)C635 AND ASTM C636(REFERENCED IN IBC 806).AMERICAN SOCIETY OF CIVIL PERMIT SET 05/05/2021 HAVING AN AIR LEAKAGE RATE OF NOT ENGINEERS(ASCE)7-I0 SECTION 13.5.6(REFERENCED IN IBC 1613.1). MORE THAN 2.0 CFM WHEN TESTED IN GENERAL RECOMMENDATIONS ACCORDANCE WITH ASTM E 283 AT A A REFERENCED SOURCES PER HIERARCHY:2O15 INTERNATIONAL BUILDING CODE(IBC),AMERICAN SOCIETY OF CIVIL ENGINEERS(ASCE 1.57 PSF PRESSURE DIFFERENTIAL 7-10),AMERICAN SOCIETY OF TESTING MATERIALS(ASTM C 635,ASTM CSO,A5171 E SNJE MOB),AND(FIUN(S AND Vo ENCR SYSTEMS CONSTRUCTION ASSOCIATION(CSCIQ. B. PAITTIONS THAT ARE TIED TO THECHNNG AND ALL PARMIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE!LATERALLY EDUCED TO L2 T C. NRE THE STRUC ,BRACING BE INDEPENDENT OF THE CEILING SPUMY BRACING SYSTEM.SOURCE:ASCE MO SECTION 13.5.&1 ALL MAIN BEAMS A'TO SHALL BE HEAW DLTY(HD1 SOUR(E:ASIM ESN S ON 5.1.1 0. CERINGSfF55 MOREQUXMIKMMDSUMR DMWWA CONNECTEDTD'IHESTRUCIUREABJ4EAREEKEMPTFROM TIE SEISMIC DESGN REQUIREMENTS.SOURCE ASINT ESN SECTION IA E. THESE RECOMMENDATIONS ARE INTENDED FOR SWPENDED CEILINGS AND RELATED COMPONENTS IN AREASMIAT REQUIRE RESISTMUM THE EFFECTS OF EARTHQUAKE MOTION&SOURCE:ASM ESN SECTION I2 F. ALIMM TIES ME M BE THREE TIGLO TLRNS AROUND TSEIF WITHIN THREE INCHES.TVELVE GAGE HANGER WIRE EPACED4 FOOT ON CENTER.SOURCE:ASTM CSW SECTION 2.3.4 G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE MA NG.SOURCE:ASIM ON SECTION 5.2.8.6 LATERAL FORGE BRACING H. CEILINGSCONSIRUCTEDOFSCREW-q NAIL-ATGA MGYPSUMBWTOUIOTELEVELTWTARE SURROUNDEDBYANDCONNFCTED TD WAILS M WFFITS TUT PRE LATERALLY BRACEDTD THE SIR MM A13JYE ARE EJO:MPTFMM SEST4IC DESIGN REQUIiEMEN15. SOURCE:ASCE 1105ECT1ON 111,1,2,1 E(CEPTDN 4 PSTM ON SECTION 1.7 1, CEILING AREAS OF I—FT2 OR LESS SBAU.BE EJO:MPG FRIXR HATER FORCE BRACING REQUIREMENT&SOURCE:MIN ON SECTION 1.6 O O J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CSYTER(MAXIMUM)AND BEGIN NO FARTHERT M 6 FEET FROM WALLS.SOURCE: \ ASTM ON SECTIDN 5.2.8.2 8 #12 GA VERTICAL WIR $' K SEISMIC SPLAY WIRES ME TO BE FOUR 12 GAGE WIRES MANED TO THE MAIN BEAM.WIRES ME ARRAYED N°FROM EACH OTHER AND ATM ANGLE NOT EXCEEDING 45°FROM THE FLARE OF THE OILING.SOURCE:MR-5 ESN SECTION 5.2.8.2 L. SEISMICSPUYWIRESSHALLNATIACHEDTOTHEGEDMOTOTHESTRUCNREINSNHAMANNERTHATTHEYCANSUPPORTA MAX. HORIZONTAL STRUT TYPICAL MAX. DESIGN LOAD OF NOT USE THAN 200 PWNDS OR THE AOUAL DESGN LOAD,MTH A SAFETY FACTOR OF 2,WHICHEVER S GREATER j, CONTINUOUS TYPICAL ALKET ORL SIDES M. 9 SOuNWIRESME TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL SI—TOSUSPENDED CEILING.SOURCE:MTM ESN SECTION 5.2.8.2 SUSPENDED ACOUSTICAL N. RIGID BRACING MAY BE USED IN UEU OF SPLAY WIRES.S NCE:ASM ESN SECTION&2.&4 O. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND'THE STRUCNRE ABOVE.SOURCE:ASTM ON CEILING sErnON 5.2.Bz P. THEVERTGALSTRUTM MEWMNDLIR,METALSTUDSORAPROPWETMYCg9PRE55I0NPo POP RIVET ACP PROVIDE POS �6 LIGHT CC!`TTo111 WALL MOLDINGS SEAL: SPACE OPPOSIN LLV fI .7L1.L1 LY Q. W,yLM IMS(PERIMMRQOSUREANGIES)AREREQUIREDIOHAVEAFKINZONTALFIANGEZINOHFSWIOE.OMEADOFTHE B ALL MEMBERS MAIN RUNNER OR CROSS TEE WALL AB.2 it/2"=V-0" CEILING GNIDSHALL SETACHEDTOTHE WALL M NG,THEOTNER ENDSHNLHAVEA%INCH CLEARANCE FROMTHEWPLLAND ONE WALL � FREE TO SLIDE.SOURCE:ASTM ON SECTION 5.2.2,SECTION 5.2.3 PARTITION AS SCHEDULED \ SPREADER BARS WALL ANGLE R. TERMINAL ENDS OF MAIN RUNNERS AND CROSE HEMEER55EWLL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO MTL STUD FREVINT THER SPREADING.STANUZER BARS,CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WTTHIN 8 IN.OF 20114521 EACH WAIL SOURCE:ASTNT ESN SECTION MA REGISTERED COMPRESSION STRUT S. SPREADER EARS ARE NOT REQUIRED AT PERIMETER$WHERE NUNNEIIS ARE MANED DIRECTLY TO CLOSURE ANGLES,PR SEADER ME ARCHITECT FOR SIZE&NO SEE ME NOT REQUIRED IF A N DEGREE INIERSECTING CROSS OR MAIN I5 MTHIN 8INNES OF THE PERIMETER WAIL HANGER(B LISPENSION)WIRES SCHED BELOW'ATTACH T. HANGER AND PERIMETER WIRE MUST BE PLUMB WTHIN I IN 6 UNLESS(FIGURE SA)COUNTER SLOPING WIRES ARE PROVIDED. 4-#12 GA SEISMIC SPLAY BRACE WIRES 0 FURLIN ABOVE W/ SOURCE:ASIN C636 SEQION 2.1.4 JULIA 3EEN 2#8 SHT MTL SCREWS, U. HANGER WIRES SAIL BE 12 WGE AND SPACED 4 FEET ON CINTER M ID GAGE SPACED 5 FEETON CE SOURCE:MTM C636 AT OF WASHINGT DO NOT ATTACH TO SECTION 11 2-#12 14 GA SCREWS 0 STUDS TO STIFFENERS. V. ANY CONNECTION DEVICE ATTHE SUPPORTING CONSTRUCTION SHALL BE CMABE DF CARRYING NOT LESS THAN IN PWHD& SOURCE:CISCA ZONES 3-4 T-BAR W. TERMINAL ENDS OF BAN MAIN BEAM AND GLOSS TEE MUST N SUPPORTED WITHIN 8INCHES OF EACH WALL WITH A PERIMETER WIRE.SOU M ES RCE:ASIN SECTION 5.2.6 45° PICAL %. MRESSHU.NOT ATGACH TO OR BEND MOUND INTERFERING MATERIAL OR EQUIPMENT.A TRAPEZE OR EQUIVALENT DEVICE SHALL TRACK OR ALTERNATE M MD WHETS IJBSTRURIONS PR UUOE DIME &rK+MON.TWVEZE SUS MRMS SHALL BE 512ED TO RESISTTE DEAD LOAD CITY STAMP: AND LATERAL FORCES A GPAIATE FOR THE SEISMIC CATEGORY.SOURCE:ASTM ON SECTION 5.2.7.4 COVER ELECTRICAL FIXTURES Y. LIGHT FIXNRES WEIGHING LESS THAN IO K)CNGS SAIL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FC-M TO THE STRUCNRE AWYE.THIS WIRE MAY BE SAC(.SOURCE:ASIM ESN SEOION 5.3.4 Z. UGHTFDoLJRES UIGHINGMORETANIOPWNOSMDLESSTHAN56LB55HALLHAWTWOI2GAGEMI ATT MATQPP W MAIN RUNNER 45°TYPICAL CORNERS OFTHE LIGHT FIXNRE TO THE STRUCNRE ABOVE.THESE WIRE MAY SE SLAIX.SOURCE:ASTM ON SECTION 5.3.5 AA LIGHT—M WEIGHING MORE THAN 56 LBS SMALL N SUPPORTED DIRECTLY FROM THE STRUCNRE ABY BY APPROVED O O O C HANGERS.SOURCE:ASTM ESN SECTION 5.3.6 E. PENDANT MOUNTED F RES SHNL BE DIRECRY SUPPORTED FROM THE STWCNRE,IBOVE WING A 9GME WIRE OR AN APPROVED CROSS TEE 0 0 0 Q 0 0 0 b ALTRNAT WPPORT YYTHOUT W ING THE CDUW SUSPENNSION SYSTEM FOR DIREDTSWPORT.SOURCE:MINT ESN SECTION 5.3.7 TANDEM FOTBFS ON WI MAY MUZE COMMRES. SERVICE SCHEDULE MAX.HT OF COMPRESSION STRUT V II MECHANICALS Al, TERMINPIB OREERVIOS W GHING LESS THAN 201BS.SHALL BEPWRiVELY ATIACHEDTOTHE CEIUNG SIPESIM MAIN RUNNERS STUD SIZE&GA SINGLE STUD DOUBLE STUD ORTOCRO55NNNERSTATHAVETIESPMECARRYINGCAPAQTI'ASTIEMAINRUNNEM.WURCE:ASTM EMOSECTONSA.1 WALLS&CEILING 1-S/8"x 20 GA SS 7'-8" II'-$" AE. TEPAIIRAIB ORSERVICES WEIGHING 701 Ds.&JT NOT MORE THAN Sfi 185.SIWl NAVE,IN ADDITION T05.4.1,TW012 GAGE WIRES CHANNEL MOLDIN FASTENER CONNECTING THEM TO T E CEILING SYSTEM HANGERS M THE STRIA M ABOVE.THESE WIRES MAY BE SAOC SOIREE:ASTM ON 2-1/2^x z0 GA SS 7, 16'-6" SECTION 5.4.2 DETAILS 3-1/2"x 20 GA SS T-4" 22'-9° 2„ M. TERMINALSOR SERVICES WEIGHING MORE THAN S6 CBS.SHALL BE SUPPORTED DIRECTLY FRO4 TIE STRUCRRE ABOVE BY APPROVED 8005200-54 291-0" HANGERS SOUFCE:ASTM ON SECTION 5.4.3 SE ES ISMIC SEPARATION JOINTS NOTE:%TOGA D lEB 11'-5" AG. THE CEILING SHALL BEN01NED, ESS ANA FEETMEMRFMMEDOf THE CE]NGSBRA ALIGHT WALL CLOSURE ANGLES BREAItS NOTE:ATTACH DOUBLE STUD WEB TO FLANGE W/#6 SCREW @18"DC THE CEILINGSAIL BEMiO—FICIEWCI_NALY5E5M RCE:A2 OF SIMONINGS6.2.20 SYSTEM,CLOSURE MGiF5M0 PFO].N0:21.0001410.000 RP,VIOWCd By: IS FENITRATCfE TO PRMIDE WFFlCIEM CLEARANCE.SW HCE:k5�7-lO SECTION 13.5.b.22 8 SPRINKLERS SUSPENDED ACP DETAIL Q SEISMIC SEPARATION JOINT AH. FOR CEIUNGS W TgUT RIC 08MCING,SFAINKLER HEAD PBNETNATIONS SHNL HAVE A 2 IN(H OVERSIZE RING,SLLEVE OR ADAPTER THROUGH THE CEILING I ILF TO ALLOW FREE MOVEMENT OF AT LEANT 1 INCH IN ALL HORIZONTAL DIRECTIONS.FI E E HEAD AB.2 3"=1'-0° AB.2 not to Scale DESIGN TUT CAN ACCOMMODATE L INCH FREE MOVEMENT SHALL N PLRMTRD AS AN ALTERNATE.SOURCE:ASTM ESN SECTION A8.2 /'�. ' 5.2.8.5 H(V�/ L DIVISION 1GENERAL REQUIREMENTS DIVISION 6 WOOD AND PLASTICS DIVISION 30 SPECIALTIES 15.1.7 CONDENSATE DRAINS:FURNISH AND INSTALL COPPER CONDENSATE DRAINAGE LINES 15.3.9 EXHAUST FANS:FURNISH AND INSTALL AN EXHAUST FAN IN EACH TOILET ROOM AND 1.1 CODES:ALL CONSTRUCTION SHALL COMPLY WITH LOCAL,STATE AND FEDERAL 6.0 BACKING:FURNISH AND INSTALL WOOD BACKING AT ALL WALL MOUNTED FIXTURES, 10.1 TOILET ACCESSORIES: WITH PROPER VENTING FOR ALL HVAC EQUIPMENT.THE LINES SHALL BE NO SMALLER THAN SHOWER ROOM(IF APPLICABLE).INSTALL A SUPPLY AIR GRILLE IN THE TOILET ROOMS OR A NELSON CODES AND REGULATIONS,INCLUDING ALL ADS STANDARDS. CASEWORK,AND ACCESSORIES. MANUFACTURER:-BOBRICK:CLASSIC SERIES,U.N.O.STAINLESS STEEL WITH SATIN FINISH 3/4-DIAMETER AND SHALL BE LOCATED UNDER THE ROOF UNLESS PROHIBITED BY CODE.PVC TRANSFER GRILLE FROM THE TOILET/SHOWER ROOM CEILING TO THE ADJACENT 1.2 ]OBSITE CONDITIONS:ALL CONTRACTORS MUST VERIFY EXISTING JOB CONDITIONS 6.1 MILLWORK QUALITY:ARCHITECTURAL MILLWORK AND CABINETRY SHALL BE OF A CONDENSATE LINE MAY NOT BE USED. CONDITIONED SPACE. PRIOR TO BID. CONSTRUCTION QUALITY EQUAL TO THAT OF THE ARCHITECTURAL WOODWORK SURFACE MOUNTED-VERTICAL GRAB BAR-24"LONG-#B-6106 SERIES 1.3 DOCUMENT CONFLICTS:IF THERE IS A CONFLICT IN THE DRAWINGS,OR BETWEEN INSTITUTES(AWI)CUSTOM GRADE FOR FLUSH OVERLAY CONSTRUCTION. SURFACE MOUNTED-GRAB BAR-42'LONG-#X06 SERIES 15.1.8 SHUT-OFF VALVE:FURNISH AND INSTALL A WATER LINE SHUT-OFF VALVE FOR THE 15.3.10 DUCTING:ALL DUCTING SHALL BE GALVANIZED SPIRAL,INSULATED WITH 1-1/2" NelCO Architecture,Inc. THE WRITTEN SPECS AND THE DRAWINGS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MORE EXPENSIVE OF THE OPTIONS. SURFACE MOUNTED-GRAB BAR-36'LONG-#B-6 06 SERIES STAINL SSS IN THE TOILET ROOM WALL,NOT ABOVE THE CEILING,WITH AN 8'X 8" WRAP AND VAPOR BARRIER OR DUCT BOARD.ANY EXPOSED DUCE IN A CONDITIONED WAREHOUSE AREA MUST BE GALVANIZED SPIRAL SHEEP METAL.FINAL CONNECTIONS TO THE SURFACE MOUNTED TOILET SEAT COVER DISPENSER-#8-221 STAINLESS STEEL ACCESS PANEL. REGISTERS SHALL BE MADE WITH A MINIMUM 5'SOFT FLEX DUCT FOR SOUND ATTENUATION. 1.4 CLOSE-DINT DOCUMENTS:THREE(3)SETS OF O i4 M MANUALS AND"AS-BUILT' DMSION 7 THERMAL AND MOISTURE PROTECTION RECORD DRAWINGS FOR ALL PLUMBING,ELECTRICAL,HVAC AND FIRE PROED TECTION 7.1 INSULATION FACING:ALL EXPOSED FIBERGLASS BATT INSULATION SHALL HAVE AN RECESSED-TOILETRECESS -PAPER TP PtR DISPENSE W'DIS�POSAUSFAT COVERS #B-3574(WITH THEFT 15.1.9 MAIN WATER LINE IF A MAIN DOMESTIC WATER LINE IS NOT EXISTING ABOVE THE ALL PLENUMS SHALL BE FABRICATED FROM INSULATED GALVANIZED SHEET METAL OF WORK ARE REQUIRED IN BINDERS AND ELECTRONIC FILE FORMATS. FSK-25 OR EQUIVALENT FACING. RESISTANT SPINDLES)-WOMENS ROOM 7E 1,AALL SPACE,FURNISH AND INSTALL A Y DIAMETER COPPER WATER LINE AT THE ROOF APPROPRIATE GAUGE FOR LOW PRESSURE USE.PLENUMS SHALL EXTEND FROM THE UNIT TO 1.5 EXISTING STRUCTURE:NOTHING MAY BE SUSPENDED FROM THE ZX4 OR 2X6 RECESSED-TOILET PAPER DISPENSER-#8-3474 MENi ROOM IN `�,IiED ABOVE THE BOTTOM CORD OF THE TRUSSES,PROPERLY BRACED TO AVOID THE LEVEL OF THE HORIZONTAL BRANCHES.NO DUCTING OR PLENUM DROPS MAY BE 1200 Fifth Ave. SUBMIRLINS AT THE ROOF WITHOUT THE STRUCTURAL ENGINEERS WRITTEN 7.2 ACOUSTIC INSULATION:FURNISH AND INSTALL 3-1/2"UNFACED FIBERGLASS BATT PARTITION MOUNTED-TOILET PAPER DISPENSER/DLWSAL/SEAT COVERS-#B-357(WITH MOVEMENT.AT EACH FUTURE TENANT SPACE THAT THE LINE CROSSES,INSTALL A 2""T" INSTALLED OVER WAREHOUSE SPACE,SPRAY PAINT FLAT BLACK ANY DUCTING VISIBLE Suite 1300 PERMISSION EXCEPT FOR WAREHOUSE LIGHTING FIXTURES SPECIFIED BELOW. ACOUSTIC INSULATION IN ALL TOILET AND SHOWER ROOM WALLS AND CEILINGS. THEFT RESISTANT SPINDLE-WOMENS ROOM WITH 2"GATE VALVE(ONE VALVE PER STOREFRONT DOOR).EJITEND THE WATER LINE THROUGH THE GRILLE IF THE PROJECT IS A REMODEL OF AN EXISTING SYSTEM,ALL Seattle,WA 98101 1.6 FLOOR MAINTENANCE;NO VEHICLES EXCEPT SCISSOR LIFTS SHALL BE ALLOWED PARTITION MOUNTED-TOILET PAPER DISPENSER-#8-347-MRS ROOM THROUGH THE TENANT DEMISING WALL INTO THE"DOWN STREAM"ADJACENT TENANT SPACE ABANDONED DUCTING SHALL BE REMOVED. yyyyW.NEISONWORLDWIDE. M INSIDE THE BUILDING DURING CONSTRUCTION W17HODUT WRITTEN PERMISSION 7.3 ROOFING:THE CONTRACTOR SHALL USE THE BUILDING SHELL ROOFING SURFACE MOUNTED-HAT AND COAT HOOK-#B-6827 W^H A 2"DIAMETER GATE VALVE.FURNISH AND INSTALL A 2-PRESSURE REDUCING VALVE 15 3.11 FITTINGS:ALL WYE BRANCH FITTINGS SHALL HAVE VOLUME DAMPERS WITH LOCKING FROM THE OWNER.ALL SCISSOR LIFTS SHALL HAVE NON-MARKING TIRES AND MUST CONTRACTOR TO PATCH ALL ROOF PENETRATIONS.HOT MOP IN THE NEW ROOF FULL LENGTH MIRROR-#B-290 2460 W.I-r AN ACCESS PANEL AT THE WATER SERVICE ENTRANCE. W QUADRANT IN MAIN AND BRANCH DUCTS.THE DAMPERS SHALL BE TAGGED FOR EASY DIAPERED PREVENT MARKING AND STAINING OF THE CONCRETE FLOOR. PENETRATIONS SUCH THAT THE EXISTING ROOF WARRANTY IS MAN T ANED.THE SINK MIRROR-#B-290 2448 1.7 WORKMANSHIP:THE DESIGN AND CONSTRUCTION OF THIS FACILITY WILL BE IN PATCH SHALL ALSO MEET ALL OF THE REQUIREMENTS STATED 1N TH E BUILDING WASTE AND HOT WATER PIPE INSULATION KIT-WHITE COVER 15.:._O CLEAN-OUTS: FURNISH AND INSTALL A BRASS FLOOR CLEAN-OUT COVER AT THE RECOGNITION. ACCORDANCE WITH STANDARD PRACTICES OF THE CONSTRUCTION INDUSTRY AND SHELL SPECIFICATIONS.PIPE AND CONDUIT PENETRATIONS A-THE ROOF SHALL SURFACE MOUNTED-SOAP DISPENSER-#B-2111 PROPER FINISHED ELEVATION AS REQUIRED.IF THE CLEAN-CUT IS IN THE WAREHOUSE CLAMP BE PERFORMED IN A WORKMANLIKE MANNER.ALL CO WILL WITH LEAD PIPE FLASHING WITH SCREW AMP AND ELASTOMERIC SEALANT AND SEMI RECESSED WASTE RECEPTACLE15.3.12 GRILLES:ALL CONDITIONED AREAS SHALL HAVE A SUPPLY REGISTER AND A DUCTED NTRACTORS AND SHALL ALSO BE HOT ASPHALT PATCHED WITH 4 PLY. E-#6-3694 AREA,FURNISH AND INSTALL A TRAFFIC RATED COVER. RETURN REGISTER TRANSFER GRILLS ARE NOT PERMITTED IN THE OFFICE AREA.SUPPLY SUB-CONTRACTORS WORIONG ON THIS PROJECT ARE TO HAVE BEEN IN BUSINESS A C AND RETURN AIR REGISTERS SHALL BE WHITE BAKED ENAMEL TXT WITH A PERFORATED 10.E TOILET PARTITIONS:FURNISH AND INSTALL MASTIC LAMINATE,FLOOR MOUNTED, FACE,FLUSH MOUNTED.SUPPLY AIR REGISTERS SHALL HAVE A AWAY BLOW. MINIMUM OF THREE YEARS AND EXPERIENCED IN PROJECTS OF SIMILAR SIZE AND 7.4 ARCHITECTURAL SHEETMETAL:FURNISH AND INSTALL SHEET METAL CAP FLASHING OVERHEAD BRACED TOILET PARTITIONS WITH A PLASTIC LAMINATE FINISH BY GLOBAL STEEL, DIVISION 15 FIRE PROTECTION : SCOPE.AN EXPERIENCED FULL TIME SUPERINTENDENT SHALL OVERSEE THE FIELD ON TOP OF ANY ROOF MOUNTED WOOD SLEEPERS APPROVED BY OWNER. OPERATIONS AND BE RESPONSIBLE FOR ALL WORKMANSHIP. KNICKERBOCKER OR EQUAL IN CUSTOM COLOR AS SELECTED BY ARCHITECT. 15.2.1 DESIGN BUILD:THE FIRE PROTECTION WORK SHALL BE PERFORMED ON A 1.8 TESTING:THE CONTRACTOR SHALL DEVELOP AND EMPLOY A FIELD TESTING 7.5 FIRE SATING:PENETRATIONS A7 ONE HOUR WALLS SHALL BE FIRE$APED OR DESIGN-BUILD BASIS.THE DESIGN-BUILD FIRE PROTECTION CONTRACTOR SHALL FURNISH 15.3.13 FILTERS:FILTERS SHALL BE LOCATED AT THE UNIT NOT AT THE RETURN REGISTER. PROGRAM FOR QUALITY CONTROL DURING THE COURSE OF THE PROJECT.THE CAULKED. 10.3 SIGNAGE: FURNISH AND INSTALL ALL HANDICAP AND EXIT SIGNAGE AS REQUIRED BY AND INSTALL ALL MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM TO MEET ALL CONSTRUCTION MANAGER'S TESTING PROGRAM SHALL INCLUDE STRUCTURAL STEEL, CODE APPLICABLE LOCAL ANSUSPENDED CEILING AREAS.D STATE FIRE CODE REQUIREMENTS.SPRINKLER HEADS SHALL BE DMSION 16 ELECTRICAL WELD INSPECTION,FLOOR FLATNESS,CAST-IN-PLACE CONCRETE,BITUMINOUS DROPPED IN1D ALL EA PAVEMENTS AND REVIEW OF SOILS DIKING CONSTRICTION BY AN INDEPENDENT DIVISION 8 DOORS AND WINDOWS 10.4 APPLIANCES: 16.1 DESIGN BUILD:THE ELECTRICAL WORK SHALL BE PERFORMED ON ADESIGN-BUILD REFRIGERATOR/FREEZER:FQG GE PROFILE,22.3 CUFF.BOTTOM FREEZER,MODEL 15.2.2 PIPE MATERIAL:ALL FIRE SPRINKLER PIPING SHALL BE STANDARD SCHEDULE 40 PIPE BASIS.THE DESIGN-BUILD ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A U.O.N. COMPLETE AND OPERATIVE ELECTRICAL SYSTEM TO MEET ALL LOCAL AND STATE CODES. TESTING ENGINEER.OWNERS SHALL HAVE THE RIGHT TO PERFORM ADDITIONAL 8.1 INTERIOR DOORS AND FRAMES:FURNISH AND INSTALL T-O"X 7-0X1-3/4",SOLID #GDS22KO W W,WHITE,68 5/8"H X 341/8"D X 32 718"W OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK.COORDINATE INDEPENDENT TESTS ON ALL MATERIALS AND EQUIPMENT FURNISHED FOR THE CORE,BIRCH,STAIN GRADE.PREFINISHED DOORS"LYNDEN LDICLEAR,BONDED UNDER COUNTR REFRIGERATOR:FCIC.GE PROFIT E BEVERAGE CENTER MODEL PROJECT AT ANY TIME. SANDED PARTICLE BOARD CORE",CLEAR FINISH.PROVIDE"TIMELY'PREFINISHED #PCR06BATS3,34 1/8"H X 25"D X 23 3/4"W. 15.2.3 SPRINKLER HEADS:THE FIRE SPRINKLER HEADS IN AREAS WITH CEILINGS SHALL BE LOCATION OF ALL ELECTRICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. 1.9 PROJECT MANAGEMENT:THE CONTRACTOR SHALL DESIGNATE AN EXPERIENCED FULL BLACK STEEL FRAMES OR EQUAL,WITH 1-12 PAIRS OF BURS PER DOOR U.O.N. MICROWAVE:.FCIC GE PROFBE SPACEMAKR II,1.0 U FT,MODEL#PEM3IDMW W,11 3116"H CHROME,SEMI-RECESSED,WITH WHITE ESCUTCHEONS.WHEN ACOUSTICAL CEILING TILES REPORT ALL CONFLICTS TO THE ARCHITECT,DO NOT PROCEED WITH WORK UNTIL ANY TIME EMPLOYEE AS PROJECT MANAGER WHO SHALL BE RESPONSIBLE FOR ALL WORK DOORS RECEIVING CLOSERS SHALL RECEIVE BALL-BEARING BUTTS.DOORS AND X 12 9/32"D X 24"W(MICROWAVE TO BE LOCATED ON COUNTERTOP). ARE USED,SPRINKLER HEADS SHALL BE CENTERED ON THE FULL OR HALF TILE. CONFLICTSEL ARE EQUIPMENTRESOLVED. AND US E�$HALL MATERIALS L AND EQUIPMENT UUIPMCMEEN WHERE FEASIBLE. INCLUDED IN THIS PROJECT.THE PROJECT MANAGER WILL BE ON SITE AS REQUIRED FRAMES SHALL BE 20 MINUTE RATED WHERE REQUIRED-MINERAL CORE.WHEN DISHWASHER:FCIC,GE TALL TUB BUILT-IN MODE#GLDA690MW W(WHITE)32 1/4"H X 24"D AND REQUESTED BY OWNER. WORKING IN AN EXISTING TENANT SPACE,THE NEW DOORS AND FRAMES SHALL X 24"W HYDRAULIC TESTING:THE CONTRACTOR SHALL INCLUDE THE COST OF ANY REQUIRED IN ADVANCE,AND PERFORM SELECTIVE DEMOLITION/ABANDONMENT AS NECESSARY FOR HYDRAULIC 1.10 FIELD SUPERVISION:THE GENERAL CONTRACTOR SHALL PROVIDE A HIGHLY MATCH THE EXISTING DOORS AND FRAMES U.O.N. HYDRAULIC TESTING OF THE FIRE SPRINKLER SYSTEM. PROPER INSTALLATION OF ELECTRICAL EQUIPMENT. EXPERIENCED JOBSITE SUPERINTENDENT,ACCEPTABLE TO THE OWNER,TO MANAGE 8.2 NEW EXTERIOR DOORS/FRAMES:20 GAUGE,FULL FLUSH,1-3/4"THICK HOLLOW ALL THE WORK DURING THE COURSE OF CONSTRUCTION. METAL WITH FIBROUS HONEYCOMB CORE.INSTALL RAIN DRIP SEAL ON NEW 15.2.5 FIRE EXTINGUISHERS:FIRE EXTINGUISHERS SHALL BE FURNISHED AND INSTALLED PER 16.2 PLANS: FURNISH ALL DESIGN DRAWINGS,AND EQUIPMENT/DEVICE SUBMITTALS TO 1.11 TEMPORARY CONSTRUCTION:THE CONTRACTOR SHALL FURNISH ALL TEMPORARY HOLLOW METAL DOORS.FRAMES: 18 GAUGE WITH 2"FACES AND 5/8"STOPS 112I.1 BLINDS:FURNISHINGS RE IBLINDS ARE SPECIFIED,THE BLINDS SHALL BE'INSIDE MOUNTED" CITY FIRE CODE.EXTINGUISHERS MAY BE WALL HUNG. OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.FURNISH ALL DRAWINGS, CONSTRUCTION AS NEEDED BY THE CONTRACTOR FOR THIS PROJECT;INCLUDING FORMED INTERNAL CORNERS METERED,WELDED AND GROUND SMOOTH. (BETWEEN THE VERTICAL WINDOW MULLIONS)FLUSH WITH THE INSIDE FACE THE (WITH ENGINEERING STAMPS REQUIRED),CALCULATIONS,DESIGN SERVICES,AND ANY BUT NOT LIMITED TO SAFETY AND SAFETY RAILING,SITE ACCESS CONTROL, MULLION.STOREFRONT DOORS AND ANY INTERIOR WINDOWS SHALL NOT RECEIVE VE BLINDS. 15.2.E SYSTEM SHUT DOWN:HOSES MUST BE USED TO DRAIN DOWN THE SYSTEM A AVOID OTHER INFORMATION NECESSARY REQUIRED OBTAIN ALL PERMITS RUIRED BY GOVERNING WEATHER PROOFING,DUST CONTROL AND EROSION CONTROL 8.3 INTERIOR DOOR HARDWARE: M(JCINNEY HINGES STAINING OF CONCRETE AND ASPHALT SURFACES AND DAMAGE TO LANDSCAPE AREAS. AUTHORITIES TO PERFORM THE ELECTRICAL WORK. cueNT 1.12 TEMPORARY UTILITIES:THE CONTRACTOR SHALL FURNISH ALL TEMPORARY YALE 530OLN SERIES DESIGNS,AGUSTA AU CONTACT THE OWNER'S PROPERTY MANAGER PRIOR TO PERFORMING ANY WORK ON THE FIRE UTILITIES NECESSARY TO THE PROJECT.THESE SHALL INCLUDE:TEMPORARY HEAT, NORTON 8000 SERIES DOOR CLOSERS TELEPHONE SERVICE,WATER SERVICE,ELECTRICAL SERVICE,TOILET'S AND OTHER DIVISION 15 PLUMBING P SYSTEM. 16.3 ENERGY CAL(S:PROVIDE ENERGY COMPLIANCE(ODE LIGHTING CALCULATIONS IF SANITARY FACILITIES. TRIMCO PUSH AND PULL PLATES BASIS DESIGN SIGN- THE PLUMBING WORK SHALL(S PERFORMED ON A DESIGN-BUILD REQUIRED. 1.13 PROTECTION:THE CONTRACTOR SHALL PROVIDE PROTECTION AS NEEDED BY THE .KICK PLATES 17"NG TO 24'IN HEIGHT AT DOORS BASIS.THE AND OPERATIVE V PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A CONSTRUCTION MANAGER FOR THE MATERIALS AND WORK IN PLACE OR STORED AT ENTERING WAREHOUSE 153.1 DE 15 HVAC MAY ELECTRICAL CONDUIT/CONDUCTOR MATERIAL:ALL CONDUIT SHALL BE EMU.MC CABLE WALL BUMPERS COMPLETE AND OPERATIVE PLUMBING SYSTEM TO MEET ALL LOCAL AND STATE CODES ►' 1 1 i THE SOBSITE,WHETHER FROM DAMPNESS OR COLD,VANDALISM,THEFT,COLLAPSE OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK.COORDINATE THE DESIGN BUILD:THE HVAC WORK SHALL FURNISH NISH AND I ON A DESIGN-BUILD COMPLETE BASIS. MAY U USED IN LIEU OF EMT WHERE PERMITTED BY CODE.ROMIX MAY NOT BE USED.ALL HARDWARE FINISH:BRUSHED LOCATION OF ALL MECHANICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. THE DESIGN-BUILD HVAC CONTRACTOR SHALL WRNLSH AND INSTALL A COMPLETE AND CONDUCTORS MUST BE COPPER. AND ABUSE 8.4 EXTERIOR DOOR HARDWARE:MATCH THE EXISTING BUILDING HARDWARE.INCLUDE REPORT ALL CONFLICTS TO THE ARCHITECT,DO NOT PROCEED WITH WORK UNTIL ANY OPERATIVE HVAC SYSTEM TO MEET ALL LOCAL AND STATE CODES.OBTAIN AND PAY FOR ALL 1.14 CLEAN SITE THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES TO KEEP THE DOOR CLOSERS AND LATCH GUARDS ON ALL NEW DOORS. PERMITS AND LICENSEES TO PERFORM THE WORK COORDINATE LOCATION OF ALL 16.6 CONDUIT INSTALLATION:ALL CONDUITS IN AREAS WITHOUT CEILINGS SHALL BE AND ORGANIZED.ULINE CONFLICTS ARE TOINSUR REUSE EXISTING KING MATERIALS AND EQUIPMENT WHERE FEASIBLE. BEAMS.OR CONDUITS C NEB OND�T}iE STANDARDS OF A TYPICAL COOMMERCIAL CONSTRUCTION SITE 8.6 I�SOR WINDOW FRAMES/GIASS:IGNAGE: INCLUDE ALL :INTERIORR WINE PER CODE(DOWSSHALL BE 1 4"CLEAR ADJUST SYSTEM TO INSURE PROPER FUNCTIONING E,ALL VIBRATION.CONTROLS,PROPER AIR PTO THEN ACAL COMPON O N PR EED WITH WORK UNTILS WITH THE WORK OF OTHER LAANYRCONFLICTS ARE RESOLVED.NES.REPORT ALL CONFLICTS I ENT NN ATD90 DEGREES O PARALLEL T AT OR ABOVE THE STRUCTURAL UCTURAHE U LSM MBERS WALLS FLOORS NA AND ULINE WILL COMMENCE SCRUBBING OF THE FLOOR EARLY DURING THE TEMPERED GLASS SET IN FRAMES TO MATCH THE INTERIOR DOOR FRAMES.INTERIOR DISTRIBUTION TON AND ELIMINATION OF DRAFTS,NOISE,AND VIBRATION.BALANCE ALL AIR C IG MT,ER NOT PROCEED B RUN TO SR EQUIPMENT AND REGISTERS FOR APPROVED VOLUME.DEMONSTRATE AND TRAIN OWNER IN REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE.ADJUST SYSTEM TO INSURE CEILINGS.NO CONDUIT MAY BE INSTALLED BELOW THE SLAB OR ON TOP OF THE ROOF GAYTE WAY BUSINESS CONSTRUCTION PROCESS.DUST CURTAINSBUILD WILL BE UTILIZED TO MINIMIZE THE WINDOWS ON OFFICE/WAREHOUSE DEMISING WALL 70 RECEIVE INSULATED GLASS. THE PROPER OPERATION AND MAINTENANCE OF SYSTEMS. PROPER FUNCTIONING AND V OF ALL CONTROLS,PROPER AIR DISTRIBUTION AND ELIMINATION OF WITHOUT THE OWNER'S WRITTEN PERMISSION. SPREAD OF DUST THROUGHOUT THE BUILDING.THE CONSTRUCTION MANAGER WILL _ .DRAFTS,NOISE,AND VIBRATION.BALANCE ALL AIR EQUIPMENT AND REGISTERS FOR PARK EMPLOY HALF TIME AN INDMDUAL TO CLEAN THE CONSTRUCTION SITE. 15.1.2 PLANS:FURNISH ALL DESIGN DRAWINGS,AND EQUIPMENT/DEVICE SUBMITTALS TO APPROVED VOLUME.DEMONSTRATE AND TRAIN OWNER IN THE PROPER OPERATION AND P.O.BOX 17Z7 EXPECTATIONS OF THE OWNER INCLUDE BUT ARE NOT LIMITED TO: DIVISION 9 FINISHES OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.FURNISH ALL DRAWINGS, MAINTENANCE OF SYSTEMS. P.O.BOX 1 27 98009 • STORED MATERIAL SHOULD BE ORGANIZED,PALLETIZED AND COVERED DURING 9.1 FIRE RATED WALLS:METAL STUDS WITH ONE LAYER OF 5/8'TYPE"X"GYPSUM (WITH ENGINEERING STAMPS AS REQUIRED),CALCULATIONS,DESIGN SERVICES,AND ANY 15.2.1A DESIGN BUILD CONCEPT: STAGING. BOARD ON EACH SIDE FROM THE FLOOR TO THE ROOF DECK THE STUD SIZE AND OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING - PROJECT •. MATERIALS BEING USED SHOULD BE STORED IN AN ORGANIZED MANNER SPACING SHALL BE PER THE STUD MANUFACTURERS TABUS AND LOCAL CODE MODIFY EXISTING SYSTEM TO SUIT NEW OFFICE LAYOUT • WASTE WILL BE THROWN AWAY AT THE END OF EVERY SHIFT REQUIREMENTS. AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK.. CKU.O. PE INSTALL FIRE SATING BETWEEN THE GYPSUM BOARD AND ROOF NEW EXHAUST IN NEW TOILET ROOMS(2) CC PACKAGING OFFICE TI • AREAS WHERE WORK IS PERFORMED WILL BE BROOM SWEPT AT THE END OF DEIX U.O.N.PENETRATIONS ATONE HOUR WALLS SHALL BE FIRE SATED OR 15.1.3 SEWER LINES:SEWER,SOIL AND WASTE LINES WITHIN THE BUILDING BELOW THE NEW EXHAUST IN NEW BREAKIROOMS(2) EVERY SHIFT AND AS REQUIRED TO AVOID TRACKING DEBRIS THROUGHOUT THE CAULKED.PRODUCT TO BE COMPRISED OF AT LEAST 20%PLUS Vi OF THE FINISHED FLOOR ELEVATION SHALL BE SCHEDULE 40 ABS PLASTIC OR SCHEDULE 40 PVC SITE. PRE-CONSUMER CONTENT RECYCLED CONTENT SUCH THAT THE SUM OF PLASTIC PIPE.SEWER,SOIL AND WASTE LINES WITHIN THE BUILDING ABOVE THE FINISHED 15.3.2 PLANS:FURNISH ALL DESIGN DRAWINGS,AND EQUIPMENT/DEVICE SUBMITTALS TO • THE ENTIRE SITE IS TO BE KEPT FREE OF WASTE AND DEBRIS. POST-CONSUMER CONTENT MAKES UP AT LEAST 20%OF THE PRODUCT. FLOOR ELEVATION SHALL BE STANDARD WEIGHT CAST IRON.ABS PIPING MAY BE USED OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.FURNISH ALL DRAWINGS, • ONCE PAINTING COMMENCES,THE OFFICE SPACE WILL BE KEPT DUST FREE 9.2 FULL HEIGHT DRYWALL PARTITIONS(INCLUDING TENANT DEMISING WALLS): METAL ABOVE THE FINISHED FLOOR IF PERMITTED BY CODE AND APPROVED BY THE OWNER. (WITH ENGINEERING STAMPS AS REQUIRED),CALCULATIONS,DESIGN SERVICES,AND ANY SIMILAR TO OCCUPIED SPACE CONSRUCTION PRACTICES.THESE PRACTICES ARE 'STUDS WITH ONE LAYER OF 5/8"TYPE"X"GYPSUM BOARD ON EACH SIDE FROM THE OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING Gayteway Business Park,Building TO INCLUDE:PLACING THE AREA UNDER POSITIVE PRESSURE,VESTIBULE FLOOR TO THE ROOF DECK.THE STUD SIZE AND SPACING SHALL BE PER THE STUD 15.1.4 GAS LINES:ALL GAS LINES SHALL BE RUN UNDER THE ROOF ABOVE THE BOTTOM CORD AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK. 1992]e]dl Ave NE,Arlington,WA ENTRANCE,WEARING OF PROTECTIVE BOOT COVERS,AND WET MOPPING OR MANUFACTURER'S TABLES AND LOCAL CODE REQUIREMENTS.DRYWALL INSTALLED OF THE TRUSSES.ALL NEW AND EXISTING GAS LINES WITHIN A SINGLE TENANT SPACE SHALL VACUUMING OF THE FLOORS. ABOVE AN ACOUSTICAL CEILING SHALL BE FIRETAPED AND SCREWS SPOTTED. BE CONNECTED TO A SEPARATE GAS METER 15.3.3 WARRANTY AND SERVICE:ALL WORK SHALL INCLUDE A ONE YEAR PARTS AND LABOR Description: No: Date: • ALL HYDRAULIC OR FUELED EQUIPMENT(OIL CONTAINING)EQUIPMENT WILL BE PRODUCT TO BE COMPRISED OF AT LEAST 20%PLUS ih OF THE PRE-CONSUMER WARRANTY AND A 90 DAY SERVICE CONTRACT FROM THE DATE OF PROJECT COMPLETION. DIAPERED OR KEPT ON RAM BOARD OR EQUIVALENT. CONTENT RECYCLED CONTENT SUCH THAT THE SUM OF POST-CONSUMER CONTENT 15.1.5 PIPE MATERIAL:ALL PIPE MATERIALS SHALL BE SUBJECT TO THE REQUIREMENTS OF PERMIT SET 05/05/202 • ALL MATERIAL STORED ON THE SLAB WILL BE PLACED ON RAM BOARD OR MAKES UP AT LEAST 20%OF THE PRODUCT. THE CRY AND/OR GOVERNING BODY.ALL DOMESTIC WATER,CONDENSATE AND SMIRY PAN 15.3.4 DESIGN TEMPERATURES:THE HVAC SYSTEM SHALL MAINTAIN 75 DEGREES INDOORS, EQUIVALENT. 9.3 OFFICE DRYWALL PARTITIONS:ALL PARTITIONS IN AREAS WITH CEILINGS SHALL BE DRAIN LINES MUST BE COPPER. ON A 100 DEGREE OUTDOOR DAY OR LOCAL ASHRAE STANDARDS AND CODE REQUIREMENTS, • SMOKING WILL NOT BE PERMITTED ON THE PROPERTY.ANY INDIVIDUAL ON THE UNDERGRID 3-51W X 25 GAUGE METAL STUDS AT 24"O.C.WITH 5/8"FIRE CODE TYPE WHICHEVER IS MORE STRINGENT. SITE CAUGHT SMOKING OR USING TOBACCO PRODUCTS WILL BE REMOVED FROM -X'GYPSUM BOARD ON EACH SIDE.THE CEILING GRID SHALL BE INSTALLED FIRST 15.1.6 PLUMBING FIXTURES AND TRIM: THE PROJECT. WITH WALLS BUILT TO THE GRID.THE INTERSECTION OF THE WALL AT THE GRID LAVATORY FOR VANITY:AMERICAN STANDARD,'CADET,OVAL,MODEL D419.11,WHITE, 15.3.5 UNITS:THE HVAC UNITS SHALL BE GAS/ELECTRIC,BOTTOM DISCHARGE,AS • NO VEHICLES WILL BE PERMITTED ON THE INTERIOR BUILDING SLAB FOR ANY SHALL BE SNUG AND FLUSH.INSTALL"L"METAL TRIM AT THE TOP OF THE WALL. SELF-RIMMING OR APPROVED EQUAL WITH A DELTA MODEL 570 WE SINGLE LEVER TYPE MANUFACTURED BY TRANS.UNITS SHALL BE INSTALLED ON A LEVELED,MANUFACTURED REASON. TOILET ROOM PERIMETER WALLS SHALL BE BUILT TO 6"ABOVE GRID.FURR FAUCET ASSEMBLY WITH A GRID STRAINER AND BRIGHT CHROME FINISH.FURNISH AND CURB.ALL ROOFTOP EQUIPMENT SHALL BE SEISMICALLY FASTENED TO THE STRUCTURE PERIMETER CONCRETE WALLS AND INTERIOR COLUMNS IN OFFICE AREAS TO 6" INSTALL A HANDY-SHIELD DRAIN COVER#3011 WHITE BY PLUMBERS(SPECIALTY PRODUCTS SIDE DISCHARGE UNITS MAY NOT BE USED.FURNISH AND INSTALL ECONOMIZERS ON ALL 1.15 PROJECT MEETING AND COORDINATION:WEEKLY MEETINGS WILL BE HELD WITH ABOVE THE GRID.FURR PERIMETER CONCRETE WALLS AND INTERIOR COLUMNS IN UNDER EACH LAVATORY. UNITS LARGER THAN FIVE TONS AND WHENEVER REQUIRED BY THE ENERGY CODE. PROJECT MANAGERS FROM ALL TRADES THAT ARE ACTIVE ON THE SITE OR WILL BE OFFICE AREAS TO 6"ABOVE THE GRID.PRODUCT TO BE COMPRISED OF AT WALL-HUNG LAVATORY:AMERICAN STANDARD,"LUCERNE",MODEL 0355.012,WHITE,WALL ACTIVE WITHIN 2 WEEKS OF THE MEETING DATE.THE MEETING DAY WILL BE LEAST 20%PLUS V.OF THE PRE-CONSUMER CONTENT RECYCLED CONTENT SUCH MOUNTED LAVATORY OR DETERMINED DURING PRECONSTRUCTION.THESE MEETINGS WILL DISCUSS SAFETY, EQUAL WITH A DELTA MODEL 523 WE HDF SINGLE LEVER TYPE 0.5 R BEAM UNIT LOCATIONS: EAR UNITS SHALL BE LOCATED T ROOF,ADJACENT N EDGE TO THAT THE SUM OF POST-CONSUMER CONTENT MAKES UP AT LEAST 20%OF THE GPM SOLAR POWERED SENSOR AGITATED FAUCET ASSEMBLY,WITH INTEGRAL TEMPERATURE BEAM H GIRDER,AT OR NEAR I STRUCTURAL COLUMN,SET SA N FROM BUILDING EDGE TO SCHEDULE,SUBMITTALS,CHANGES,AREAS ON HOLD,CONSTRUCTION BULLETINS, PRODUCT, MIXER,GRID STRAINER AND BRIGHT CHROME FINISH. HIDE THEM FROM SIGHT.FRAMING FOR ROOF PENETRATIONS AND SUPPORTS FOR ALL AND ROUND TABLE ACTION ITEMS FROM ALL CONTRACTORS IN ATTENDANCE. 9.4 OFRCEITOILET RM.WALL/CEILING FINISH:ALL DRYWALL SHALL RECEIVE A SMOOTH WATER CLOSET:AMERICAN STANDARD,"CADET',ELONGATED,1.6 GPF,MODEL 3043.102 FOR ROOFTOP EQUIPMENT MUST BE REVIEWED,APPROVED AND STAMPED BY A STRUCTURAL WEEKLY OWNER,ARCHITECT AND CONTRACTOR(OACM)MEETINGS WILL ALSO BE : FINISH. 17"HIGH HANDICAP AND 2234.015 FOR NON-HANDICAP APPLICATIONS OR APPROVED EQUAL ENGINEER.. REQUIRED DURING ACTIVE CONSTRUCTION.THE AGENDA FOR THESE MEETINGS WILL 9.5 WAREHOUSE GYPSUM BOARD WALL FINISH:ALL DRYWALL IN THE WAREHOUSE SHALL IN WHITE,WITH AN OLSONITE SLOAN WES#111 DUAL FLUSH(1.1 GPF/1.6GPF)FLUSH VALVE. INCLUDE A SITE WALK,SCHEDULE,ACTION ITEMS,DESIGN ITEMS,AND BUDGET/ BE FIRE TAPED ONLY.SPOT NAILS IN FIRETAPED AREAS. URINAL:AMERICAN STANDARD,"ALLBROOK",MODEL 6541.132,OR APPROVED EQUAL,WHITE, 15.3.7 CURBS/SLEEPERS:ALL MECHANICAL UNITS(HVAC UNITS,EVAPORATIVE COOLERS,AND CHANGE ORDERS. 9.6 END CAPS:WHERE A PARTITION MEETS A WINDOW MULLION,FURNISH AND INSTALL W111i A 3/4"70P SPUD AND A SLOAN 186-0.5 FLUSH VALVE RELIEF VENTS)SHALL BE LOCATED ON ROOF AND SHALL BE INSTALLED WITH A SELF AN ALUMINUM"WALL END CAP"FINISHED TO MATCH THE STOREFRONT U.O.N. COFFEE BA RILUNCH ROOM SINK:ELKAY,MODEL GECR 1918,STAINLESS STEEL,WITH A DELTA FLASHING,LEVELED,FACTORY CURB.FURNISH AND INSTALL 4 INC}H LEG CANT STRIPS DIVISION SMETALS #29C 2831 1.5 GPM FAUCET.IF THE LUNCH ROOM BASE CABINET IS 8'-0"OR LONGER,USE AN AROUND ALL CURBS.ABSOLUTELY NO WOOD OR METAL SLEEPERS MAY BE USED WITHOUT FLKAY 5.1 BOLLARDS:PROVIDE AND INSTALL 6"DIAMETER,CONCRETE FILLED,THIN WALL MODEL GECR 2521. OWNER'S WRITTEN PERMISSION. DMSION 8 GLAZING WATER HEATER:THE WATER HEATER SHALL BE A0.SMITH,STATE OR APPROVED EQUAL STEEL,BOLTED SURFACE MOUNTED PIPE BOLLARDS EXTENDING 4'-0'A.F.F.,AT 8.1 INSULATED GLASS UNITS: SIZED TO MEET THE DEMAND.IT SHALL BE LOCATED ON THE WAREHOUSE FLOOR IN A 15.3.8 CONTROLS:THE HVAC SYSTEM SHALL BE CONNECTED TO A 7-DAY SKIP-A-DAY TIME EACH GROUPING OF ELECTRICAL TRANSFORMERS AND PANELS AND AT ALL N/A SMITTY PAN DRAINING INTO A HUB DRAIN WITH A TRAP PRIMER.THE LOCATION SHALL BE CLOCK AND INCLUDE A BYPASS TIMER AT EACH THERMOSTAT.ALL THERMOSTATS SHALL BE RISERSSPRINKLER RISS IN ALL WAREHOUSE AREAS AND OTHER LOCATIONS EXPOSED AS LOCATED BY THE ARCHITECT OR APPROVED BY THE OWNER.ALL PLUMBING CONNECTIONS MOUNTED AT 48"AF.F.AND SHALL HAVE AN AUTOMATIC CHANGE-OVER FEATURE AND A TO SHALL BE MADE WITH DIELECTRIC UNIONS. LOCKING COVER. YLLOW'.VEHICULAR TRAFFIC.PAINT NEW AND EXISTING BOLLARDS OSHA"CAUTION MOP BASIN:PROVIDE ONE(1)24"X24"X30:FLOOR MOUNTED MOP BASIN WITH FAUCET AT SfnT YELLOW'. JANITOR'S ROOM. �O0114521 REGISTERED AROHrFECT JULIA SEEN ATE OF WASHIN CITY STA SPECIFICATIONS Proj.No:21.0001410.000 Reviewed BY: 3.1 A10. 1 .,�. CITY OF ARLINGTON 18204 59th Avenue NE,Arling€c r-WA INSPECTIONS:36OA03-3417-Permit Center:3WA03-3551 BUILDING PERMM Permit#:3993 PERMIT EXPIRES 180 DAYS AFTER 19927 67TH AVE NE DATE OF ISSUANCE. Valuation:54000.00 Parcel#: 31051400200700 CONTRACTOR APPLICANT Copper Creek Plumbing Services OV4 NER Copper Creek Plumbing Services GAYTEWAY BUSINESS PARK,LLC Copp 14143 105th Ave NE 14143 105th Ave NE Kirkland,WA 9gp34 P.O.BOX 1727 Kirkland,WA 98034 BELLEVUE,WA 99009 42-5 239-IMI 43 23v £sf ytc,caPpEcps,)7�v E3tr tt tv?�zt PLUMBING CONTRACTOR MECgANICAL CONTRACTOR RACTOR Copper Creek Plumbing Services 14143 105th Ave NE Kirkland,WA 98034 425-239-1€81 11 t'20F'2021 LCC;#:COPPEC FMDU EXP: LIC JOB DESCRIPTION CODE YEAR 2018 PER1vtIT TYPE; Commercial Plumbing CONST.TYPE: STORIES: OCC GROUP: ,p14rR <T vJ0 VNITS: OCC LOAD: BUILDINGS: pERMTT APPROVAL permit for,or approval of,any violation of this Code or any order,proclamation,guidance advice or decision of the The issuance or granting of this permit shall not be construed to be a Pe other ordinance or order of the City, the any state or federal law,or of any a4 sR�W. wu,ac WAZX,�"' .Uwj " g> e ' State.To the exient the issuance or granting of this permit is interpreted to allow construction activity buildingu an Governor of this 1d1 �i 'as�dd } pew of urn �' t shalt not authorize such work and shall not er City Of this or decision of�Governor of this State,this pit where in violation of this Co&,any t't�C�3 adviceanc or use of a structure e e any state or federal law,or of any order,proclamation, official is authorized to prevent occupancy Permit if it is jurisdiction or any other ordinance or executive order of the City, end or revoke this p City guidance advice or decision of the Governor.The building official is authorized to to i mclamation,guidance or decision of the Governor. determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation o any Y ordinance,regulation or order,state or federal law,or any order'p CITY,�TrI3 STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE W ORK I AGREE TO COMPLY WITH INSURANCE AND RCW 18.27. Y-NO PERSON WILL BE EMPLOYED IN VIOLATION OF"1'IIE LABOR CODE OF THE STD AUTHORIZED THEREBY;, OF WASHINGTON RELATING TO WORKMENS COMPENSATION THIS APPLICATION I5 NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY A ALL FEES ARE PAID. BEEN TO USE OR OCCUPY A BUILDING OR S"TRUCT BEEN GRANTED.L IBC 1 It INSPECTIONAL I0' IT I5 UNLAWFUL OCCUPANCY MADEp ApPitOVAL OR A CERTfFICATE C)Ii OCG'UP of Arlington must be reported on TAX"�1U7 ICE.Sales tax relating to a inn d construction materials in the City form and coded City of Arlington 43101 your sales Print N e e Released By CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans. Call for inspections_ THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07t12.r2021 ProcessingfTechnology Fee $25.00 07112t2021 Drinking Fountain $15.00 07/12f2021 Floor Drain/Laundry Tray $30.00 07/12/2021 Icemaker/Refrigerator $15.00 t1711212021 Plumbing Base S25.Or 0'`,c `'i Skv"Madet&brinais asposai $135.00 07/1212021 Water Heater $25A0 07/12/2021 Plumbing Commercial Plan Review $65629 Total Due: $1,016.29 Total Payment: $IL00 Balance Due: $1,016.29 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3993 19927 67TH AVE NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31051400200700 Valuation: 54000.00 OWNER APPLICANT CONTRACTOR GAYTEWAY BUSINESS PARK,LLC Copper Creek Plumbing Services Copper Creek Plumbing Services P.O.BOX 1727 14143 105th Ave NE 14143 105th Ave NE BELLEVUE,WA 98009 Kirkland,WA 98034 Kirkland,WA 98034 4252391081 425-239-1081 LIC:COPPECP897DU EXP: 11/20/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Copper Creek Plumbing Services 14143 105th Ave NE Kirkland,WA 98034 425-239-1081 LIC#: EXP: LIC#: COPPECP897DU EXP: 11/20/2021 JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2018 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law, or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO,COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. �z Z� Signature Print Name Date Released By l)atc CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/12/2021 Processing/Technology Fee $25.00 07/12/2021 Drinking Fountain $15.00 07/12/2021 Floor Drain/Laundry Tray $30.00 07/12/2021 Icemaker/Refrigerator $15.00 07/12/2021 Lavatory $90.00 07/12/2021 Plumbing Base $25.00 07/12/2021 Sinks/Toilets/Urinals/Disposal $135.00 07/12/2021 Water Heater $25.00 07/12/2021 Plumbing Commercial Plan Review $656.29 Total Due: $1,016.29 Total Payment: $0.00 Balance Due: $1,016.29 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3993 Permit Date: 06/28/21 Permit Type: COMMERCIAL PLUMBING Project Name: C&C Packaging Services Applicant Name: Copper Creek Plumbing Services Applicant Address: 14143 105th Ave NE Applicant, City, State, Zip: Kirkland,WA 98034 Contact: Jerry Miller Phone: 4252391081 Email: coppercreek@mail.com Scope of Work: Installation of new restrooms and breakroom Valuation: 54000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 07/19/2021 Permit Expires: 01/17/2022 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 19927 67TH AVE NE STE GAYTEWAY 300 INDUSTRIAL/ 31051400203700 100 BLA#201907225010 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Copper Creek Plumbing Jerry Miller 425-239-1081 14143 105th Ave CONSTRUCTION L&I COPPECP796RP Services NE CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/20/2021 C19.PLUMBING Plumbing Underground 07/21/2021 07/21/2021 BUILDING Approved FINAL Approved Plan Reviews Date Review Type Description Assigned To Review Status 06/28/2021 COMMERCIAL BUILDING PLUMBING Fees Fee Description Notes Amount Processing/Technology $25.00 Drinking Fountain $15.00 Floor Drain $30.00 Icemaker/Refrigerator $15.00 Lavatory Toilet&Sink Only $90.00 Plumbing Base Permit Fee $25.00 Kitchen Sink&Disposal $135.00 Water Heater(Tank) $25.00 Plumbing Commercial Plan Review Table 4-1 $656.29 Total $1,016.29 Attached Letters Date Letter Description 07/12/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/16/2021 Jerry Miller 87531283 $1,016.29 Outstanding Balance $0.00 Notes Date Note Created By: 09/21/2021 Called in an inspection for 9/20 but our voicemail system was down.Tried calling 9/21 and got Ameresia Lawlis the busy signal. 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